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Items where Subject is "TH Building construction"

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Number of items at this level: 209.

A

Abdulgawad, Z. (2005). The application of data fusion to reinforced concrete NDT - Volume 1. (Unpublished Doctoral thesis, City, University of London)

Abdulgawad, Z. (2005). The application of data fusion to reinforced concrete NDT: Case Studies - Volume 2. (Unpublished Doctoral thesis, City, University of London)

Aghaee, K., Yazdi, M. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2015). Investigation into the mechanical properties of structural lightweight concrete reinforced with waste steel wires. Magazine of Concrete Research, 67(4), pp. 197-205. doi: 10.1680/macr.14.00232

Ahmed, I. M. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2018). Life cycle assessment (LCA) and cost (LCC) studies of lightweight composite flooring systems. Journal of Building Engineering, 20, pp. 624-633. doi: 10.1016/j.jobe.2018.09.013

Ahmed, I. M. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2020). Shear connection of prefabricated slabs with LWC - Part 1: Experimental and analytical studies. Journal of Constructional Steel Research, 169, article number 106016. doi: 10.1016/j.jcsr.2020.106016

Ahmed, I. M. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2022). Shear connection of prefabricated ultra-lightweight concrete slab systems (PUSS™). Structures, 36, pp. 65-97. doi: 10.1016/j.istruc.2021.11.017

Ahmed, I. M. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2019). The evolution of composite flooring systems: applications, testing, modelling and eurocode design approaches. Journal of Constructional Steel Research, 155, pp. 286-300. doi: 10.1016/j.jcsr.2019.01.007

Al-Helwani, A., Abdul-wahed, M. K. & Alfach, M. T. (2021). Dynamic behavior assessment of public buildings in Syria using non-linear time-history analysis and ambient noise measurements: a case study. Asian Journal of Civil Engineering, 22(4), pp. 637-648. doi: 10.1007/s42107-020-00337-w

Alali, A. & Tsavdaridis, K. ORCID: 0000-0001-8349-3979 (2023). Flexural Behaviour of Prefabricated Ultra-Shallow Composite (PUSS®) Slabs with Horizontally Oriented Shear Connectors. Paper presented at the The 10th Hellenic National Conference of Steel Structures, 19-21 Oct 2023, Athens, Greece.

Alali, A. A. & Tsavdaridis, K. ORCID: 0000-0001-8349-3979 (2024). Experimental Investigation on Flexural Behaviour of Prefabricated Ultra-Shallow Steel Concrete Composite Slabs. Journal of Constructional Steel Research, 217, article number 108632. doi: 10.1016/j.jcsr.2024.108632

Alam, N., Maraveas, C., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Nadjai, A. (2021). Performance of Ultra Shallow Floor Beams (USFB) exposed to standard and natural fires. Journal of Building Engineering, 38, article number 102192. doi: 10.1016/j.jobe.2021.102192

Alam, N., Nadjai, A., Maraveas, C. , Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Ali, F. (2018). Effect of air-gap on performance of fabricated slim floor beams in fire. In: Proceedings of the 9th International Conference on Advances in Steel Structures. Ninth International Conference on Advances in Steel Structures - ICASS 2018, 5-7 Dec 2018, Hong Kong. doi: 10.18057/ICASS2018.P.043

Almutairi, F. F. & Tsavdaridis, K. ORCID: 0000-0001-8349-3979 (2022). The Effect of Degree of Composite Action on RWS Connections Subject to Cyclic Loading. In: STESSA 2022: Proceedings of the 10th International Conference on Behaviour of Steel Structures in Seismic Areas. The 10th International Conference on the Behaviour of Steel Structures in Seismic Areas, 25-27 May 2022, Timisoara, Romania. doi: 10.1007/978-3-031-03811-2_24

Almutairi, F. F. & Tsavdaridis, K. ORCID: 0000-0001-8349-3979 (2023). FEA validation on the degree of composite action of composite reduced web section (RWS) connections under cyclic loading. Paper presented at the The 10th Hellenic National Conference of Steel Structures, 19 Oct 2023, Athens, Greece.

Almutairi, F. F., Tsavdaridis, K. ORCID: 0000-0001-8349-3979 & Alonso- Rodriguez, A. (2023). Hysteretic performance of Reduced Web Section (RWS) connections with demountable slabs and effect of composite action. Paper presented at the Earthquake Engineering & Dynamics for A Sustainable Future (SECED2023), 14-15 Sep 2023, Cambridge, UK.

Almutairi, F., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Rodriguez, A. , Asteris, P. & Lemonis, M. (2023). Hysteretic Behaviour of Composite Reduced Web Section (RWS) Connections for Seismic Applications. Journal of Earthquake Engineering, 28(2), pp. 349-384. doi: 10.1080/13632469.2023.2204172

Alonso-Rodríguez, A. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2021). Effect of rotational inertia on building response to earthquakes via a closed-form solution. Mechanics Based Design of Structures and Machines, 51(4), pp. 1842-1855. doi: 10.1080/15397734.2021.1880329

Alotta, G., Biondo, C., Giaralis, A. ORCID: 0000-0002-2952-1171 & Failla, G. (2023). Seismic protection of land-based wind turbine towers using the tuned inerter damper. Structures, 51, pp. 640-656. doi: 10.1016/j.istruc.2023.03.004

Asenov, M., Mojsilović, N. & Micic, T. (2016). Reliability of masonry walls subjected to in-plane loading: A slip failure along head joints / Zuverlässigkeit von Mauerwerkswänden bei Belastung in der Ebene: Versagen entlang der Stoßfugenflucht. Mauerwerk, 20(4), pp. 271-283. doi: 10.1002/dama.201600700

Asteris, P., Lemonis, M., Le, T. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2021). Evaluation of the ultimate eccentric load of rectangular CFSTs using advanced neural network modeling. Engineering Structures, 248, article number 113297. doi: 10.1016/j.engstruct.2021.113297

Ayoub, A. (2020). Mixed Formulation of Inelastic Composite Shear Beam Element. Journal of Structural Engineering, 146(10), article number 04020222. doi: 10.1061/(asce)st.1943-541x.0002648

Ayoub, A. & Filippou, F. C. (2010). Finite-Element Model for Pretensioned Prestressed Concrete Girders. Journal of Structural Engineering, 136(4), pp. 401-409. doi: 10.1061/(ASCE)ST.1943-541X.0000132

Azizi, M., Talatahari, S. & Giaralis, A. ORCID: 0000-0002-2952-1171 (2021). Active Vibration Control of Seismically Excited Building Structures by Upgraded Grey Wolf Optimizer. IEEE Access, 9, pp. 166658-166673. doi: 10.1109/access.2021.3134202

B

Boushehri, K., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Cai, G. (2019). Seismic behaviour of RWS moment connections to deep columns with European sections. Journal of Constructional Steel Research, 161, pp. 416-435. doi: 10.1016/j.jcsr.2019.07.009

C

Cacciola, P., Shadlou, M., Ayoub, A. ORCID: 0000-0002-2670-9662 , Rashed, Y. & Tombari, A. (2022). Exploring the performances of the vibrating barriers for the seismic protection of the Zoser Pyramid. Scientific Reports, 12(1), article number 5542. doi: 10.1038/s41598-022-09444-x

Cai, B., Li, K. & Fu, F. ORCID: 0000-0002-9176-8159 (2023). Theoretical analysis of the moment-curvature relationship of coal gangue concrete beams. Proceedings of the Institution of Civil Engineers - Structures and Buildings, pp. 1-21. doi: 10.1680/jstbu.22.00066

Cai, B., Lin, X., Fu, F. ORCID: 0000-0002-9176-8159 & Wang, L. (2022). Postfire residual capacity of steel fiber reinforced volcanic scoria concrete using PSO-BPNN machine learning. Structures, 44, pp. 236-247. doi: 10.1016/j.istruc.2022.08.012

Cai, B., Lu, S. & Fu, F. ORCID: 0000-0002-9176-8159 (2024). Behavior of steel fiber-reinforced coal gangue concrete beams under impact load. Engineering Structures, 314, article number 118306. doi: 10.1016/j.engstruct.2024.118306

Cai, B., Li, B. & Fu, F. ORCID: 0000-0002-9176-8159 (2020). Finite element analysis and calculation method of residual flexural capacity of post-fire RC beams. International Journal of Concrete Structures and Materials, 14(1), article number 58. doi: 10.1186/s40069-020-00428-7

Cai, B., Lv, N. & Fu, F. ORCID: 0000-0002-9176-8159 (2022). Flexural performance of polypropylene fiber reinforced scoria aggregate concrete beams after exposure to elevated temperatures. Journal of Performance of Constructed Facilities, 36(3), article number 04022015. doi: 10.1061/(ASCE)CF.1943-5509.0001716

Cai, B., Wu, A. & Fu, F. ORCID: 0000-0002-9176-8159 (2020). Bond behavior of PP fiber-reinforced cinder concrete after fire exposure. Computers and Concrete, An International Journal, 26(2), pp. 115-125. doi: 10.12989/cac.2020.26.2.115

Cai, G., Su, Q., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Degée, H. (2020). Simplified Density Indexes of Walls and Tie-Columns for Confined Masonry Buildings in Seismic Zones. Journal of Earthquake Engineering, 24(3), pp. 447-469. doi: 10.1080/13632469.2018.1453396

Cai, G., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Si Larbi, A. & Purnell, P. (2021). A simplified design approach for predicting the flexural behavior of TRM-strengthened RC beams under cyclic loads. Construction and Building Materials, 285, article number 122799. doi: 10.1016/j.conbuildmat.2021.122799

Cao, X., Ren, Y., Qian, K. , Fu, F. ORCID: 0000-0002-9176-8159 & Zhang, W. (2022). Size effect on flexural behavior of ultra-high-performance concrete beams with different reinforcement. Structures, 41, pp. 969-981. doi: 10.1016/j.istruc.2022.05.062

Cao, X., Zhang, W-J., Ren, Y-C. , Fu, F. ORCID: 0000-0002-9176-8159, Li, Y-h., He, D-B. & Zheng, Y. (2023). Torsional capacity of ultra-high-performance concrete beams using rectangle stirrup. Journal of Building Engineering, 69, article number 106231. doi: 10.1016/j.jobe.2023.106231

Chen, X., Ming, Y., Fu, F. ORCID: 0000-0002-9176-8159 & Chen, P. (2022). Numerical and Empirical Models for Service Life Assessment of RC Structures in Marine Environment. International Journal of Concrete Structures and Materials, 16(1), article number 11. doi: 10.1186/s40069-022-00504-0

Chen, X., Ming, Y., Fu, F. ORCID: 0000-0002-9176-8159 & Chen, P. (2022). Numerical and empirical modeling for the assessment of service life of RC structures in marine environment. International Journal of Concrete Structures and Materials, 16(11), doi: 10.1186/s40069-022-00504-0

Cheng, J-F., Qian, G., Qian, K. , Fu, F. ORCID: 0000-0002-9176-8159 & Xiao-Fang, D. (2024). Dynamic behavior of RC frames against progressive collapse subjected to loss of a corner column scenario. Journal of Building Engineering, 86, article number 108872. doi: 10.1016/j.jobe.2024.108872

Chenouda, M. & Ayoub, A. (2008). Inelastic Displacement Ratios of Degrading Systems. Journal of Structural Engineering, 134(6), pp. 1030-1045. doi: 10.1061/(asce)0733-9445(2008)134:6(1030)

Cholostiakow, S., McKinley, B., Mergos, P. ORCID: 0000-0003-3817-9520 , Hall, C., Kappos, A. ORCID: 0000-0002-5566-5021 & Ayoub, A. ORCID: 0000-0002-2670-9662 (2024). Seismic retrofitting of URM masonry piers with helical steel reinforcement. Construction and Building Materials, 431, article number 136499. doi: 10.1016/j.conbuildmat.2024.136499

Corfar, D. A. & Tsavdaridis, K. ORCID: 0000-0001-8349-3979 (2024). Experimental Test on a Hybrid Inter-Module Connection for Steel Modular Building Systems. In: The 18th World Conference on Earthquake Engineering (WCEE 2024). World Conference on Earthquake Engineering (WCEE 2024), 30 Jun - 5 Jul 2024, Milan, Italy.

Corfar, D. A. & Tsavdaridis, K. ORCID: 0000-0001-8349-3979 (2023). Proof-of-Concept Finite Element Analysis of a Novel Hybrid Inter-Module Connection. Paper presented at the The 17th Computational Civil Engineering (CCE 2023) - Embedding Digital and Green for Resilient Constructions, 24-25 May 2023, Iasi, Romania.

Corfar, D-A. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2022). A comprehensive review and classification of inter-module connections for hot-rolled steel modular building systems. Journal of Building Engineering, 50, article number 104006. doi: 10.1016/j.jobe.2022.104006

Corfar, D. ORCID: 0000-0002-9843-2973 & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2022). A Novel Optimised Inter-Locking Connection for Steel Modular Building Systems to Enable Re-Use. ce/papers, 5(2), pp. 150-161. doi: 10.1002/cepa.1710

D

Degtyareva, N., Gatheeshgar, P., Poologanathan, K. , Gunalan, S., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Napper, S. (2020). New distortional buckling design rules for slotted perforated cold-formed steel beams. Journal of Constructional Steel Research, 168, article number 106006. doi: 10.1016/j.jcsr.2020.106006

Demetriou, D., Nikitas, N. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2016). Performance of fixed-parameter control algorithms on high-rise structures equipped with semi-active tuned mass dampers. The Structural Design of Tall and Special Buildings, 25(7), pp. 340-354. doi: 10.1002/tal.1261

Demetriou, D., Nikitas, N. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2015). Semi active tuned mass dampers of buildings: A simple control option. American Journal of Engineering and Applied Sciences, 8(4), pp. 620-632. doi: 10.3844/ajeassp.2015.620.632

Deng, X., Dong, T., Fu, F. ORCID: 0000-0002-9176-8159 & Weng, Y. (2022). Resilience of Prefabricated Concrete Frames 1 using Hybrid Steel-Concrete Composite Connections. Journal of Building Engineering, 59, article number 105119. doi: 10.1016/j.jobe.2022.105119

Deng, X-F., Shilin, L., Fu, F. ORCID: 0000-0002-9176-8159 & Qian, K. (2020). Effects of High Strength Concrete on Progressive Collapse Resistance of Reinforced Concrete Frame. Journal of Structural Engineering, 146(6), article number 04020078. doi: 10.1061/(asce)st.1943-541x.0002628

Dissanayake, D. M. M. P., Poologanathan, K., Gunalan, S. , Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Nagaratnam, B. & Wanniarachchi, K. (2020). Numerical modelling and shear design rules of stainless steel lipped channel sections. Journal of Constructional Steel Research, 168, article number 105873. doi: 10.1016/j.jcsr.2019.105873

Dissanayake, D. M. M. P., Poologanathan, K., Gunalan, S. , Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Wanniarachchi, K. S. (2021). Shear Behaviour of Cold-Formed Stainless Steel Lipped Channels with Reduced Support Restraints. In: Lecture Notes in Civil Engineering. 10th International Conference on Structural Engineering and Construction Management (ICSECM 2019), 12-14 Dec 2019, Kandy, Sri Lanka. doi: 10.1007/978-981-15-7222-7_20

Dissanayake, D. M. M. P., Poologanathan, K., Gunalan, S. , Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Wanniarachchi, K. S. & Nagaratnam, B. (2021). Bending-shear interaction of cold-formed stainless steel lipped channel sections. Structures, 30, pp. 1042-1055. doi: 10.1016/j.istruc.2020.12.071

Dissanayake, D. M. M. P., Zhou, C., Poologanathan, K. , Gunalan, S., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Guss, J. (2021). Numerical simulation and design of stainless steel hollow flange beams under shear. Journal of Constructional Steel Research, 176, article number 106414. doi: 10.1016/j.jcsr.2020.106414

Dissanayake, M., Suntharalingam, T., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 , Poologanathan, K. & Perampalam, G. (2021). Informed finite element modelling for wire and arc additively manufactured metallics—a case study on modular building connections. Buildings, 12(1), article number 5. doi: 10.3390/buildings12010005

Divya, M., Senthilkumar, R., George, P. , Jayabalan, P., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Bahurudeen, A. (2023). Development of Novel Shear Connectors for Cold-Formed Steel Concrete Composite Beams. Construction and Building Materials, 387, article number 131644. doi: 10.1016/j.conbuildmat.2023.131644

E

Eaglestone, F. N. (1993). An improved method of requesting insurance under UK construction contracts. (Unpublished Doctoral thesis, City, University of London)

Emamikoupaei, A., Bigdeli, A. Z. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2023). Nonlinear seismic response of mid-rise Modular Buildings subjected to near-field ground motions. Journal of Constructional Steel Research, 201, article number 107696. doi: 10.1016/j.jcsr.2022.107696

F

Faghih, F. & Ayoub, A. ORCID: 0000-0002-2670-9662 (2019). Mechanical and self-sensing properties of concrete reinforced with carbon nanofibres. Advances in Cement Research, 33(3), pp. 97-113. doi: 10.1680/jadcr.18.00209

Faghih, F. & Ayoub, A. ORCID: 0000-0002-2670-9662 (2019). Structural performance of steel-concrete sandwich beams with carbon nanofiber reinforcement. Engineering Structures, 187, pp. 177-198. doi: 10.1016/j.engstruct.2019.02.051

Faghih, F., Das, D. & Ayoub, A. (2017). Seismic behavior of fiber reinforced steel-concrete composite systems. Procedia Engineering, 171, pp. 899-908. doi: 10.1016/j.proeng.2017.01.386

Ferreira, F. P. V., Shamass, R., Santos, L. F. P. , Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Limbachiya, V. (2023). Web-Post Buckling Prediction Resistance for Perforated High-Strength Steel Beams with Elliptically-Based Web Openings. Structures, 55, pp. 245-262. doi: 10.1016/j.istruc.2023.05.139

Ferreira, F. P. V., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Martins, C. & De Nardin, S. (2021). Buckling and post-buckling analyses of composite cellular beams. Composite Structures, 262, article number 113616. doi: 10.1016/j.compstruct.2021.113616

Ferreira, F. P. V., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Martins, C. & De Nardin, S. (2021). Composite action on web-post buckling shear resistance of composite cellular beams with PCHCS and PCHCSCT. Engineering Structures, 246, article number 113065. doi: 10.1016/j.engstruct.2021.113065

Ferreira, F. P. V., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Martins, C. & De Nardin, S. (2021). Ultimate strength prediction of steel–concrete composite cellular beams with PCHCS. Engineering Structures, 236, article number 112082. doi: 10.1016/j.engstruct.2021.112082

Ferreira, F. P. V., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Martins, C. H. & De Nardin, S. (2021). Steel-concrete-composite beams with precast hollow-core slabs: A sustainable solution. Sustainability, 13(8), article number 4230. doi: 10.3390/su13084230

Fu, F. ORCID: 0000-0002-9176-8159 (2023). Detection of Sleeve Grouting Compactness Based on Acoustic Emission Technology. Materials, 16(4), article number 1455. doi: 10.3390/ma16041455

Fu, F. ORCID: 0000-0002-9176-8159 (2013). Dynamic response and robustness of tall buildings under blast loading. Journal of Constructional Steel Research, 80, pp. 299-307. doi: 10.1016/j.jcsr.2012.10.001

Fu, F. ORCID: 0000-0002-9176-8159 (2012). Response of a multi-storey steel composite building with concentric bracing under consecutive column removal scenarios. Journal of Constructional Steel Research, 70, pp. 115-126. doi: 10.1016/j.jcsr.2011.10.012

Furnari, S. (2011). Exaptation and Innovation in Architecture: The Case of Chicago's Millennium Park. In: Grandori, A. & Gaillard Giordani, L. (Eds.), Organizing Entrepreneurship. (pp. 37-38). London, UK: Routledge.

G

Gao, S., Peng, Z., Guo, L. , Fu, F. ORCID: 0000-0002-9176-8159 & Wang, Y. (2020). Compressive behavior of circular concrete-filled steel tubular columns under freeze-thaw cycles. Journal of Constructional Steel Research, 166, article number 105934. doi: 10.1016/j.jcsr.2020.105934

Gatheeshgar, P., Poologanathan, K., Gunalan, S. , Shyha, I., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Corradi, M. (2020). Optimal design of cold-formed steel lipped channel beams: Combined bending, shear, and web crippling. Structures, 28, pp. 825-836. doi: 10.1016/j.istruc.2020.09.027

Gatheeshgar, P., Poologanathan, K., Gunalan, S. , Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Nagaratnam, B. & Iacovidou, E. (2020). Optimised cold-formed steel beams in modular building applications. Journal of Building Engineering, 32, article number 101607. doi: 10.1016/j.jobe.2020.101607

Gholizadeh, N. & Fu, F. ORCID: 0000-0002-9176-8159 (2023). Seismic Behaviour of Multistorey Steel Framed Tall Buildings Using Intentionally Eccentric Braces. Shock and Vibration, 2023, pp. 1-20. doi: 10.1155/2023/7288450

Giaralis, A. ORCID: 0000-0002-2952-1171 & Marian, L. (2016). Use of inerter devices for weight reduction of tuned mass-dampers for seismic protection of multi-storey buildings: the tuned mass-damper-interter (TMDI). Proceedings Volume 9799, Active and Passive Smart Structures and Integrated Systems 2016, 9799, doi: 10.1117/12.2219324

Giaralis, A. ORCID: 0000-0002-2952-1171 & Taflanidis, A. (2023). Preface for the special issue on Advances on Inerter-based Seismic Protection of Structures. Bulletin of Earthquake Engineering, 21(3), pp. 1355-1359. doi: 10.1007/s10518-023-01626-w

Goodey, R.J., Brown, C. J. & Rotter, J. M. (2017). Rectangular steel silos: Finite element predictions of filling wall pressures. Engineering Structures, 132, pp. 61-69. doi: 10.1016/j.engstruct.2016.11.023

Gowreesunker, B. L., Stankovic, S. B., Tassou, S. A. & Kyriacou, P. A. (2013). Experimental and numerical investigations of the optical and thermal aspects of a PCM-glazed unit. Energy and Buildings, 61, pp. 239-249. doi: 10.1016/j.enbuild.2013.02.032

Guo, L., Gao, S. & Fu, F. ORCID: 0000-0002-9176-8159 (2015). Structural performance of semi-rigid composite frame under column loss. Engineering Structures, 95, pp. 112-126. doi: 10.1016/j.engstruct.2015.03.049

Guo, L., Liu, Y., Fu, F. ORCID: 0000-0002-9176-8159 & Huang, H. (2019). Behavior of axially loaded circular stainless steel tube confined concrete stub columns. Thin-Walled Structures, 139, pp. 66-76. doi: 10.1016/j.tws.2019.02.014

H

Hashemi, S. M. ORCID: 0000-0002-8341-7500 & Ayoub, A. ORCID: 0000-0002-2670-9662 (2024). Improved Bond Stress-Slip Relationships for Carbon Fibre-Reinforced Polymer-Strengthened Masonry Triplets. Buildings, 14(1), article number 257. doi: 10.3390/buildings14010257

Hawdon-Earl, S. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2018). Form finding and dimensioning of reinfornced concrete shell roof for Akrotiri (Santorini). Journal of the International Association for Shell and Spatial Structures, 59(4), pp. 276-285. doi: 10.20898/j.iass.2018.198.014

Hawxwell, DA & Tsavdaridis, K. D. (2019). Beam-to-beam eccentric end plate connections - Experimental comparison to fin plate and partial-depth end plate connections. Structures, 19, pp. 411-423. doi: 10.1016/j.istruc.2019.02.012

Huo, B. Y. (2012). Experimental and analytical study of the shear transfer in composite shallow cellular floor beams. (Unpublished Doctoral thesis, City University London)

Huo, B. Y. & D'Mello, C. (2013). Push-out tests and analytical study of shear transfer mechanisms in composite shallow cellular floor beams. Journal of Constructional Steel Research, 88, pp. 191-205. doi: 10.1016/j.jcsr.2013.05.007

Huo, J., Zhang, J., Liu, Y. & Fu, F. (2017). Dynamic Behaviour and Catenary Action of Axially-restrained Steel Beam Under Impact Loading. Structures, 11, pp. 84-96. doi: 10.1016/j.istruc.2017.04.005

I

Iacovidou, E., Purnell, P., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Poologanathan, K. (2021). Digitally enabled modular construction for promoting modular components reuse: A UK view. Journal of Building Engineering, 42, article number 102820. doi: 10.1016/j.jobe.2021.102820

J

Jamalan, M. H. & Fu, F. ORCID: 0000-0002-9176-8159 (2018). Numerical Analysis on Bond Strength of FRP Rebars under Elevated Temperature. IOP Conference Series : Materials Science and Engineering, 371, article number 1203. doi: 10.1088/1757-899X/371/1/012013

Jia, M., Gao, S., Lu, D. , Fu, F. ORCID: 0000-0002-9176-8159 & Zhang, H. (2019). Collapse resistance assessment of bucklingrestrained braced steel frames using combined deterministic and probability analysis approach. Ingegneria Sismica, 36(3), pp. 67-94.

K

Kanthasamy, E., Thirunavukkarasu, K., Poologanathan, K. , Gunalan, S., Gatheeshgar, P., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Corradi, M. (2023). Flexural Behaviour and Design Rules for SupaCee Sections with Web Openings. Journal of Building Engineering, 63(Part A), article number 105539. doi: 10.1016/j.jobe.2022.105539

Kappos, A. J. (2013). Seismic Vulnerability and Loss Assessment for Buildings in Greece. In: Gueguen, P. (Ed.), Seismic Vulnerability of Structures. (pp. 111-159). Wiley-ISTE. doi: 10.1002/9781118603925.ch3

Kappos, A. J. (2016). An overview of the development of the hybrid method for seismic vulnerability assessment of buildings. Structure and Infrastructure Engineering, 12(12), pp. 1573-1584. doi: 10.1080/15732479.2016.1151448

Kappos, A. J. & Papanikolaou, V.K. (2016). Nonlinear dynamic analysis of masonry buildings and definition of seismic damage states. Open Construction and Building Technology Journal, 10(1), pp. 192-209. doi: 10.2174/1874836801610010192

Khan, K., Chen, Z., Liu, J. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2023). Compressive behaviors of corner-supported modular steel sway frames with rotary inter-modular connections. Thin-Walled Structures, 193, article number 111245. doi: 10.1016/j.tws.2023.111245

Khan, K., Chen, Z., Liu, J. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2023). Experimental and analytical investigations on compression behaviors of rotary-connected sway column-supported steel modular interior frames. Journal of Building Engineering, 78, article number 107692. doi: 10.1016/j.jobe.2023.107692

Khan, K., Chen, Z., Liu, J. , Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Poologanathan, K. (2023). Axial compression behaviors of steel shear-keyed tubular columns: Numerical and analytical studies. Journal of Constructional Steel Research, 205, article number 107894. doi: 10.1016/j.jcsr.2023.107894

Kolakkattil, R., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Sanjeev, A. J. (2023). A state-of-the-art review of progressive collapse research and guidelines for single-layer lattice shell structures. Structures, 56, article number 104945. doi: 10.1016/j.istruc.2023.104945

Kolakkattil, R., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Sanjeevi, A. J. (2022). The effect of edge valency on the load resistance of single-layer reticulated cylindrical shells. Journal of Constructional Steel Research, 198, article number 107531. doi: 10.1016/j.jcsr.2022.107531

Kong, D. & Fonseca, J. ORCID: 0000-0002-7654-6005 (2019). On the kinematics of shelly carbonate sand using X-ray micro tomography. Engineering Geology, 261, article number 105268. doi: 10.1016/j.enggeo.2019.105268

Koukouvinis, P., Bergeles, G. & Gavaises, M. (2014). A new methodology for estimating cavitation erosion: Application on a high speed cavitation test RIG. In: 11th World Congress on Computational Mechanics, WCCM 2014, 5th European Conference on Computational Mechanics, ECCM 2014 and 6th European Conference on Computational Fluid Dynamics, ECFD 2014. 11th World Congress on Computational Mechanics (WCCM XI), 20-25 Jul 2014, Barcelona, Spain.

Kouris, L.A.S. & Kappos, A. J. (2015). Fragility curves and loss estimation for traditional timber-framed masonry buildings in Lefkas, Greece. Computational Methods in Applied Sciences, 37, pp. 199-233. doi: 10.1007/978-3-319-16130-3_8

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Labib, M., Moslehy, Y. & Ayoub, A. (2017). Softening Coefficient of Reinforced Concrete Elements Subjected to Three-Dimensional Loads. Magazine of Concrete Research, 70(1), pp. 11-27. doi: 10.1680/jmacr.17.00094

Laksmi, B., Nouri, J. M., Brabazon, D. & Naher, S. (2015). Prediction of properties for the production and application of graphene reinforced metal matrix composites. Paper presented at the 8th International Conference on Sustainable Energy & Environmental Protection (SEEP 2015), 11-14 August 2015, University of the West of Scotland, Paisley.

Lan, X., Li, Z., Fu, F. ORCID: 0000-0002-9176-8159 & Qian, K. (2023). Robustness of Steel Braced Frame to Resist Disproportionate Collapse Caused by Corner Column Removal. Journal of Building Engineering, 69, article number 106226. doi: 10.1016/j.jobe.2023.106226

Li, Z., Dong, T-F., Fu, F. ORCID: 0000-0002-9176-8159 & Qian, K. (2023). Dynamic response of cross steel reinforced concrete filled steel tubular columns under impact under fire. Journal of Constructional Steel Research, 200, article number 107643. doi: 10.1016/j.jcsr.2022.107643

Li, Z., Xu, K., Wang, Z. , Bi, K., Qin, H. & Giaralis, A. ORCID: 0000-0002-2952-1171 (2024). Analytical Design of Non-grounded Tuned Mass-Damper-Inerter for Base-excited Structures. International Journal of Mechanical Sciences, 276, article number 109394. doi: 10.1016/j.ijmecsci.2024.109394

Li, Z. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2022). Limited-damage 3D-printed interlocking connection for timber volumetric structures: Experimental validation and computational modelling. Journal of Building Engineering, 63, article number 105373. doi: 10.1016/j.jobe.2022.105373

Liang, S-L., Fu, F. ORCID: 0000-0002-9176-8159, Huang, Z-Q. & Qian, K. (2023). Enhancement of collapse-resistant capacity of non-seismically designed RC frames using various CFRP strengthening schemes. Engineering Structures, 291, article number 116450. doi: 10.1016/j.engstruct.2023.116450

Liu, D., Fu, F. ORCID: 0000-0002-9176-8159 & Liu, W. (2021). Structural Behavior of Composite Floor System Using Cold-Formed Thin-Walled C Steel Channel Embedded Foam Concrete. Applied Sciences, 11(21), article number 9888. doi: 10.3390/app11219888

Liu, F., Feng, R. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2021). A novel progressive grid generation method for free-form grid structure design and case studies. Journal of Building Engineering, 34, article number 101866. doi: 10.1016/j.jobe.2020.101866

Lu, W. (2019). Thermo-mechanical damage modelling for collapse assessment of steel buildings under blast and fire loads. (Unpublished Doctoral thesis, City, University of London)

Lu, W., D'Mello, C. ORCID: 0000-0002-5726-6868 & Ayoub, A. ORCID: 0000-0002-2670-9662 (2020). Coupled thermo-mechanical damage modelling for structural steel in fire conditions. Journal of Structural Engineering, 146(7), article number 04020127. doi: 10.1061/(asce)st.1943-541x.0002652

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Maleki, B., del Mar Casanovas-Rubio, M., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & de la Fuente Antequera, A. (2024). Integrated Value Model for Sustainable Assessment of Modular Residential Towers: Case Study: Ten Degrees Croydon and Apex House in London. Sustainability, 16(2), article number 497. doi: 10.3390/su16020497

Maleki, B., del Mar Casanovas-Rubio, M., de la Fuente Antequera, A. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2023). An Assessment of Sustainability for Residential Skyscrapers in Accordance with a Multicriteria Decision-Making Method: Nine Dubai Case Studies. Journal of Architectural Engineering, 29(4), article number 04023038. doi: 10.1061/jaeied.aeeng-1559

Manolesos, M. ORCID: 0000-0002-5506-6061, Gao, Z. & Bouris, D. (2018). Experimental investigation of the atmospheric boundary layer flow past a building model with openings. Building and Environment, 141, pp. 166-181. doi: 10.1016/j.buildenv.2018.05.049

Maraveas, C., Balokas, G. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2015). Numerical evaluation on shell buckling of empty thin-walled steel tanks under wind load according to current American and European design codes. Thin-Walled Structures, 95, pp. 152-160. doi: 10.1016/j.tws.2015.07.007

Maraveas, C., Fasoulakis, Z. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2015). A review of human induced vibrations on footbridges. American Journal of Engineering and Applied Sciences, 8(4), pp. 422-433. doi: 10.3844/ajeassp.2015.422.433

Maraveas, C. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2019). Assessment and retrofitting of an existing steel structure subjected to wind-induced failure analysis. Journal of Building Engineering, 23, pp. 53-67. doi: 10.1016/j.jobe.2019.01.005

Maraveas, C. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2020). Strengthening Techniques for Greenhouses. AgriEngineering, 2(1), pp. 37-54. doi: 10.3390/agriengineering2010003

Maraveas, C., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Nadjai, A. (2017). Fire Resistance of Unprotected Ultra Shallow Floor Beams (USFB): A Numerical Investigation. Fire Technology, 53(2), pp. 609-627. doi: 10.1007/s10694-016-0583-5

Marinopoulou, E., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Efthymiou, E. (2022). Modern Design Methods of Novel Optimised Aluminium Profiles. Buildings, 12(11), article number 1904. doi: 10.3390/buildings12111904

Mergos, P.E. ORCID: 0000-0003-3817-9520 (2023). Sustainable and resilient seismic design of reinforced concrete frames with rocking isolation on spread footings. Engineering Structures, 292, article number 116605. doi: 10.1016/j.engstruct.2023.116605

Mergos, P. E. ORCID: 0000-0003-3817-9520 (2022). Surrogate-based optimum design of 3D reinforced concrete building frames to Eurocodes. Developments in the Built Environment, 11, article number 100079. doi: 10.1016/j.dibe.2022.100079

Mergos, P.E. & Beyer, K. (2014). Modelling shear-flexure interaction in equivalent frame models of slender reinforced concrete walls. Structural Design of Tall and Special Buildings, 23(15), pp. 1171-1189. doi: 10.1002/tal.1114

Mergos, P.E. & Kappos, A. J. (2010). Seismic damage analysis including inelastic shear-flexure interaction. Bulletin of Earthquake Engineering, 8(1), pp. 27-46. doi: 10.1007/s10518-009-9161-2

Mergos, P.E. & Kappos, A. J. (2008). A distributed shear and flexural flexibility model with shear-flexure interaction for R/C members subjected to seismic loading. Earthquake Engineering & Structural Dynamics, 37(12), pp. 1349-1370. doi: 10.1002/eqe.812

Mikes, I. G. & Kappos, A. J. ORCID: 0000-0002-5566-5021 (2023). Modelling of the full-range response of abutment-backfill systems. In: COMPDYN Proceedings. 9th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 12-14 Jun 2023, Athens, Greece.

Mikes, I. G., Kappos, A. J. & Giaralis, A. ORCID: 0000-0002-2952-1171 (2022). Effect of abutment-backfill limit state definition on the assessment of seismic performance. In: Proceedings of the International Conference on Natural Hazards and Infrastructure. 3rd International Conference on Natural Hazards & Infrastructure, 5-7 Jul 2022, Athens, Greece.

Mohseni, E., Ranjbar, M. M. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2015). Durability Properties of High-Performance Concrete Incorporating Nano-TiO2 and Fly Ash. American Journal of Engineering and Applied Sciences, 8(4), pp. 519-526. doi: 10.3844/ajeassp.2015.519.526

Mohseni, E. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2016). Effect of nano-alumina on pore structure and durability of class F fly ash self-compacting mortar. American Journal of Engineering and Applied Sciences, 9(2), pp. 323-333. doi: 10.3844/ajeassp.2016.323.333

Moslehy, Y., Labib, M., Ayoub, A. & Mullapudi, R. (2016). Influence of Fiber-Reinforced Polymer Sheets on the Constitutive Relationships of Reinforced Concrete Elements. Journal of Composites for Construction, 20(2), article number 04015058. doi: 10.1061/(asce)cc.1943-5614.0000616

Mullapudi, T. & Ayoub, A. (2013). Analysis of Reinforced Concrete Columns Subjected to Combined Axial, Flexure, Shear, and Torsional Loads. Journal of Structural Engineering, 139(4), pp. 561-573. doi: 10.1061/(asce)st.1943-541x.0000680

Mullapudi, T. & Ayoub, A. (2013). Non-linear analysis of reinforced concrete walls under three-dimensional loading. Magazine of Concrete Research, 65(3), pp. 172-184. doi: 10.1680/macr.12.00038

Munmulla, T., Navaratnam, S., Thamboo, J. , Ponnampalam, T., Damruwan, H-G. H., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Zang, G. (2022). Analyses of Structural Robustness of Prefabricated Modular Buildings: A Case Study on Mid-Rise Building Configurations. Buildings, 12(8), article number 1289. doi: 10.3390/buildings12081289

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Naughton, D. T., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Maraveas, C. & Nicolaou, A. (2017). Pushover analysis of steel seismic resistant frames with reduced web section and reduced beam section connections. Frontiers in Built Environment, 3, doi: 10.3389/fbuil.2017.00059

Netkachova, K., Netkachov, O. & Bloomfield, R. E. (2015). Tool Support for Assurance Case Building Blocks, Providing a Helping Hand with CAE. In: Lecture Notes in Computer Science, Computer Safety Reliability and Security. SAFECOMP 2015 Workshops, ASSURE, DECSoS, ISSE, ReSA4CI, and SASSUR, 22-09-2015, Delft, Netherlands. doi: 10.1007/978-3-319-24249-1_6

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Ohadi, A. & Micic, T. (2014). Imperfect inspection characterization for gamma process structural deterioration model. In: Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures. (pp. 4033-4039). UK: CRC Press.

Owen, M., McNamara, A. M. ORCID: 0000-0002-3452-0800 & Panchal, J. (2018). The Risk of Unexploded Ordnance on Construction Sites in London. Environmental Geotechnics, 8(2), pp. 116-123. doi: 10.1680/jenge.18.00049

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Panchal, J. P., McNamara, A. M. ORCID: 0000-0002-3452-0800 & Goodey, R.J. ORCID: 0000-0002-9166-8393 (2018). Influence of geometry on the bearing capacity of sheet piled foundations. In: McNamara, A. M. ORCID: 0000-0002-3452-0800, Divall, S. ORCID: 0000-0001-9212-5115, Goodey, R.J. ORCID: 0000-0002-9166-8393 , Taylor, N, Stallebrass, S. E. ORCID: 0000-0002-3747-9524 & Panchal, J. P. (Eds.), Physical Modelling in Geotechnics: Proceedings of the 9th International Conference on Physical Modelling in Geotechnics (ICPMG 2018), July 17-20, 2018, London, United Kingdom. (pp. 1395-1400). Boca Raton: CRC Press/Balkema.

Papanikolau, V. K. & Kappos, A. J. (2014). Practical nonlinear analysis of unreinforced concrete tunnel linings. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research, 40, pp. 127-140. doi: 10.1016/j.tust.2013.09.016

Patsialis, D., Taflanidis, A. & Giaralis, A. ORCID: 0000-0002-2952-1171 (2023). Exploring the impact of excitation and structural response/performance modeling fidelity in the design of seismic protective devices. Engineering Structures, 291, article number 115811. doi: 10.1016/j.engstruct.2023.115811

Petrini, F., Giaralis, A. ORCID: 0000-0002-2952-1171 & Wang, Z. (2020). Optimal tuned mass-damper-inerter (TMDI) design in wind-excited tall buildings for occupants’ comfort serviceability performance and energy harvesting. Engineering Structures, 204, article number 109904. doi: 10.1016/j.engstruct.2019.109904

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Qian, K., Weng, Y-H., Liang, S-L. & Fu, F. ORCID: 0000-0002-9176-8159 (2024). Punching shear behavior and corrosion resistance of composite slab-column connections reinforced by BFRP and steel rebar. Engineering Structures, 304, article number 117589. doi: 10.1016/j.engstruct.2024.117589

Qian, K., Lan, D., Zhang, L. , Fu, F. ORCID: 0000-0002-9176-8159 & Fang, Q. (2022). Robustness of Post-Tensioned Concrete Beam-Column Sub-assemblies under Various Column Removal Scenarios. Journal of Structural Engineering, 148(5), article number 04022032. doi: 10.1061/(ASCE)ST.1943-541X.0003324

Qian, K., Lan, X., Li, Z. & Fu, F. ORCID: 0000-0002-9176-8159 (2021). Behavior of Steel Moment Frames using Top-and-Seat Angle Connections under Various Column Removal Scenarios. Journal of Structural Engineering, 147(10), article number 04021144. doi: 10.1061/(asce)st.1943-541x.0003089

Qian, K., Liang, S-L., Feng, D-C. , Fu, F. ORCID: 0000-0002-9176-8159 & Wu, G. (2020). Experimental and Numerical Investigation on Progressive Collapse Resistance of Post-tensioned Precast Concrete Beam-Column Sub-assemblages. Journal of Structural Engineering, 146(9), article number 04020170. doi: 10.1061/(asce)st.1943-541x.0002714

Qian, K., Weng, Y., Fu, F. ORCID: 0000-0002-9176-8159 & Deng, X. (2020). Numerical Evaluation of the Reliability of Using Single-Story Substructures to Study Progressive Collapse Behaviour of Multi-Story RC Frames. Journal of Building Engineering, 33, article number 101636. doi: 10.1016/j.jobe.2020.101636

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Rajana, K. (2024). Optimal design and assessment of nonlinear inerter vibration absorbers for earthquake response mitigation of building structures. (Unpublished Doctoral thesis, City, University of London)

Rajana, K., Alonso-Rodríguez, A. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2021). A wavelet-based approach for describing the mechanical behaviour of cellular beams. Steel Construction, 14(1), pp. 47-54. doi: 10.1002/stco.202000043

Rajana, K. & Giaralis, A. ORCID: 0000-0002-2952-1171 (2022). A hybrid nonlinear rooftop isolated tuned mass damper-inerter system for seismic protection of building structures. In: Proceedings of the International Conference on Natural Hazards and Infrastructure. 3rd International Conference on Natural Hazards & Infrastructure, 5-7 Jul 2022, Athens, Greece.

Rajana, K., Wang, Z. & Giaralis, A. ORCID: 0000-0002-2952-1171 (2023). Optimal design and assessment of tuned mass damper inerter with nonlinear viscous damper in seismically excited multi-storey buildings. Bulletin of Earthquake Engineering, 21(3), pp. 1509-1539. doi: 10.1007/s10518-022-01609-3

Rajendran, S., Mohan, D., Roy S, D. , Salam, B. A., Avudaiappan, S. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2022). Behaviour of Cold-Formed Steel-Concrete Composite Columns under Axial Compression: Experimental and Numerical Study. Structures, 44, pp. 487-502. doi: 10.1016/j.istruc.2022.07.086

Reena, C. G., Gurupatham, B. G. A. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2023). Column Link Behavior in Eccentrically Braced Composite 3-Dimensional Frames. Buildings, 13(12), article number 2970. doi: 10.3390/buildings13122970

Ruiz, R., Taflanidis, A., Giaralis, A. ORCID: 0000-0002-2952-1171 & Lopez-Garcia, D. (2018). Multi-criteria optimization of seismic protective devices utilizing lifecycle performance objectives and application to the design of the tuned mass damper inerter (TMDI) for buildings in Chile. Paper presented at the 16th European Conference on Earthquake Engineering- 16ECEE, 18 - 21 June 2018, Thessaloniki, Greece.

Ruiz, R., Taflanidis, A. A., Giaralis, A. ORCID: 0000-0002-2952-1171 & Lopez-Garcia, D. (2018). Risk-informed optimization of the tuned mass-damper-inerter (TMDI) for the seismic protection of multi-storey building structures. Engineering Structures, 177, pp. 836-850. doi: 10.1016/j.engstruct.2018.08.074

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Sahin, B., Bravo-Haro, M. A. ORCID: 0000-0003-0757-777X & Elghazouli, A. Y. (2022). Assessment of cyclic degradation effects in composite steel-concrete members. Journal of Constructional Steel Research, 192, article number 107231. doi: 10.1016/j.jcsr.2022.107231

Santos, E., Martins, C. H., Ferreira, F. P. V. , Tsavdaridis, K. ORCID: 0000-0001-8349-3979 & Cardoso, H. S. (2024). Lateral-Torsional Buckling Resistance Prediction of High-Strength SteelI-Beams with Sinusoidal Web Openings. In: The 10th International Conference on Steel and Aluminium Structures (ICSAS 2024). International Conference on Steel and Aluminium Structures (ICSAS 2024), 5-7 Jun 2024, Rio de Janeiro, Brazil.

Sarhosis, V., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Giannopoulos, I. (2014). Discrete element modelling of masonry infilled steel frames with multiple window openings subjected to lateral load variations. Open Construction and Building Technology Journal, 8(1), pp. 93-103. doi: 10.2174/1874836801408010093

Scott, R.H., Chikermane, S., Vidakovic, M. , McKinley, B., Sun, T. ORCID: 0000-0003-3861-8933, Banerji, P. & Grattan, K. T. V. ORCID: 0000-0003-2250-3832 (2019). Development of low cost packaged fibre optic sensors for use in reinforced concrete structures. Measurement: Journal of the International Measurement Confederation, 135, pp. 617-624. doi: 10.1016/j.measurement.2018.11.056

Sedhain, S. & Giaralis, A. ORCID: 0000-0002-2952-1171 (2019). Enhanced optimal tuned mass-damper-inerter performance for seismic protection of multi-storey buildings via top-storey softening. In: https://seced.org.uk/2019. SECED 2019 Conference, 9-10 September 2019, Greenwich, London.

Shaheen, M., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Ferreira, F. P. V. & Cunningham, L. S. (2023). Rotational capacity of exposed base plate connections with various configurations of anchor rod sleeves. Journal of Constructional Steel Research, 201, article number 107754. doi: 10.1016/j.jcsr.2022.107754

Shaheen, M. A., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Yamada, S. (2018). Comprehensive FE Study of the Hysteretic Behavior of Steel-Concrete Composite and Noncomposite RWS Beam-to-Column Connections. Journal of Structural Engineering, 144(9), article number 04018150. doi: 10.1061/(asce)st.1943-541x.0002124

Shamass, R., Ferreira, F. P. V., Limbachiya, V. , Santos, L. F. P. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2022). Web-Post Buckling Prediction Resistance of Steel Beams with Elliptically-Based Web Openings using Artificial Neural Networks (ANN). Thin Walled Structures, 180, article number 109959. doi: 10.1016/j.tws.2022.109959

Skrekas, P. (2018). Seismic structural assessment scenarios of RC structures subjected to pounding. (Unpublished Doctoral thesis, City, University of London)

Skrekas, P., Giaralis, A. ORCID: 0000-0002-2952-1171 & Sextos, A. (2019). Probabilistic seismic risk assessment of adjacent colliding r/c inelastic structures accounting for record-to-record variability. Paper presented at the 4th Hellenic Conference of Earthquake Engineering and Engineering Seismology, 5-7 Sep 2019, Athens, Greece.

Stephen, D., Lam, D., Forth, J. , Ye, J. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2019). An evaluation of modelling approaches and column removal time on progressive collapse of building. Journal of Constructional Steel Research, 153, pp. 243-253. doi: 10.1016/j.jcsr.2018.07.019

Su, Q., Cai, G., Hani, M. , Si Larbi, A. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2022). Damage control of the masonry infills in RC frames under cyclic loads: a full-scale test study and numerical analyses. Bulletin of Earthquake Engineering, 21(2), pp. 1017-1045. doi: 10.1007/s10518-022-01565-y

Suntharalingam, T., Upasiri, I., Nagaratnam, B. , Poologanathan, K., Gatheeshgar, P., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Nuwanthika, D. (2022). Finite Element Modelling to Predict the Fire Performance of Bio-Inspired 3D-Printed Concrete Wall Panels Exposed to Realistic Fire. Buildings, 12(2), article number 111. doi: 10.3390/buildings12020111

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Tabar, A. M., Alonso-Rodriguez, A. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2022). Building Retrofit with Reduced Web (RWS) and Beam (RBS) Section Limited-Ductility Connections. Journal of Constructional Steel Research, 197, article number 107459. doi: 10.1016/j.jcsr.2022.107459

Tanghetti, G., Goodey, R.J. ORCID: 0000-0002-9166-8393, McNamara, A. M. ORCID: 0000-0002-3452-0800 & Halai, H. (2018). Plate bearing tests for working platforms. In: McNamara, A. M. ORCID: 0000-0002-3452-0800, Divall, S. ORCID: 0000-0001-9212-5115, Goodey, R.J. ORCID: 0000-0002-9166-8393 , Taylor, N., Stallebrass, S. E. ORCID: 0000-0002-3747-9524 & Panchal, J. P. (Eds.), Physical Modelling in Geotechnics: Proceedings of the 9th International Conference on Physical Modelling in Geotechnics (ICPMG 2018), July 17-20, 2018, London, United Kingdom.

Temami, O., Ayoub, A. ORCID: 0000-0002-2670-9662, Hamadi, D. & Bennoui, I. (2018). Effect of Boundary Conditions on the Behavior of Stiffened and Un-Stiffened Cylindrical Shells. International Journal of Steel Structures, 19(3), pp. 867-878. doi: 10.1007/s13296-018-0173-0

Thermou, G. E. & Kappos, A. J. ORCID: 0000-0002-5566-5021 (2022). Background to the Monolithicity Factors for the Assessment of Jacketed Reinforced Concrete Columns. Buildings, 12(1), article number 55. doi: 10.3390/buildings12010055

Thirunavukkarasu, K., Kanthasamy, E., Poologanathan, K. , Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Gatheeshgar, P., Hareindirasarma, S. & McIntosh, A. (2022). Shear performance of SupaCee sections with openings: Numerical studies. Journal of Constructional Steel Research, 190, article number 107142. doi: 10.1016/j.jcsr.2022.107142

Tsavdaridis, K. ORCID: 0000-0001-8349-3979 & Corfar, D-A. (2024). Insights into the cyclic behaviour of novel hybrid inter-module joints under lateral load. Paper presented at the International Conference on Steel and Aluminium Structures (ICSAS 2024), 5-7 Jun 2024, Rio de Janeiro, Brazil.

Tsavdaridis, K. ORCID: 0000-0001-8349-3979 & Corfar, D. A. ORCID: 0000-0002-9843-2973 (2024). Cyclic tests on hybrid inter-module joints with high-damping rubber. In: The 11th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2024). International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2024), 8-10 Jul 2024, Salerno, Italy.

Tsavdaridis, K. ORCID: 0000-0001-8349-3979, McKinley, B., Corfar, D. A. & Lawson, R. M. (2024). Cellular Beam End-Posts with Two Connection Types, End Notches and Infill Plates. Journal of Constructional Steel Research, 215, article number 108547. doi: 10.1016/j.jcsr.2024.108547

Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2015). Applications of topology optimization in structural engineering: High-rise buildings and steel components. Jordan Journal of Civil Engineering, 9(3), pp. 335-357. doi: 10.14525/jjce.9.3.3076

Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Corfar, D. (2022). Modular building connections: a review. In: CESARE Conference Publications. Coordinating Engineering for Sustainability and Resilience, 6-9 May 2022, Irbid, Jordan.

Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & D'Mello, C. ORCID: 0000-0002-5726-6868 (2012). Detailed Study of Perforated Beams with Closely Spaced Novel Web Openings. In: IABSE Congress Reports. 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, 19-21 Sep 2012, Seoul, Korea. doi: 10.2749/222137912805111456

Tsavdaridis, K. D., D'Mello, C. & Huo, B. Y. (2013). Experimental and computational study of the vertical shear behaviour of partially encased perforated steel beams. Engineering Structures, 56, pp. 805-822. doi: 10.1016/j.engstruct.2013.04.025

Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Faghih, F. & Nikitas, N. (2014). Assessment of Perforated Steel Beam-to-Column Connections Subjected to Cyclic Loading. Journal of Earthquake Engineering, 18(8), pp. 1302-1325. doi: 10.1080/13632469.2014.935834

Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Galiatsatos, G. (2015). Assessment of cellular beams with transverse stiffeners and closely spaced web openings. Thin-Walled Structures, 94, pp. 636-650. doi: 10.1016/j.tws.2015.05.005

Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Kingman, J. J. & Toropov, V. V. (2015). Application of structural topology optimisation to perforated steel beams. Computers & Structures, 158, pp. 108-123. doi: 10.1016/j.compstruc.2015.05.004

Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Lau, C. K. & Alonso-Rodríguez, A. (2021). Experimental behaviour of non-seismical RWS connections with perforated beams under cyclic actions. Journal of Constructional Steel Research, 183, article number 106756. doi: 10.1016/j.jcsr.2021.106756

Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Nicolaou, A., Mistry, A. D. & Efthymiou, E. (2020). Topology optimisation of lattice telecommunication tower and performance-based design considering wind and ice loads. Structures, 27, pp. 2379-2399. doi: 10.1016/j.istruc.2020.08.010

Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Papadopoulos, T. (2016). A FE parametric study of RWS beam-to-column bolted connections with cellular beams. Journal of Constructional Steel Research, 116, pp. 92-113. doi: 10.1016/j.jcsr.2015.08.046

Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Shaheen, M. A., Baniotopoulos, C. & Salem, E. (2016). Analytical approach of anchor rod stiffness and steel base plate calculation under tension. Structures, 5, pp. 207-218. doi: 10.1016/j.istruc.2015.11.001

V

Vafaei Shalmani, M. (2022). Seismic fragility assessment of high-rise steel buildings strengthened with moment resisting and bracing frames and under various soil conditions to the ASCE and Eurocodes regulations. (Unpublished Doctoral thesis, City, University of London)

W

Wang, L., Song, Z., Huang, C. , Qian, K. & Fu, F. ORCID: 0000-0002-9176-8159 (2020). Flexural capacity of Steel-FCB bar reinforced coral concrete beams. Structural Concrete, 21(6), pp. 2722-2735. doi: 10.1002/suco.201900409

Wang, L., Zhang, J. W., Chen, W. , Fu, F. ORCID: 0000-0002-9176-8159 & Qian, K. (2020). Short term Crack width Prediction of CFRP Bars reinforced Coral Concrete. Engineering Structures, 218, article number 110829. doi: 10.1016/j.engstruct.2020.110829

Wang, Y., Guo, L., Li, H. & Fu, F. ORCID: 0000-0002-9176-8159 (2022). Axial and hysteretic behavior of T-shaped steel-concrete composite shear walls. Structures, 38, pp. 279-291. doi: 10.1016/j.istruc.2022.01.091

Wang, Z. & Giaralis, A. ORCID: 0000-0002-2952-1171 (2020). Enhanced serviceability performance in wind-excited tall buildings equipped with optimal tuned mass damper inerter via top-storey softening. In: EURODYN 2020 Proceedings of the XI International Conference on Structural Dynamics. EURODYN 2020 XI: International Conference on Structural Dynamics, 23-26 Nov 2020, Athens, Greece.

Wang, Z. & Giaralis, A. ORCID: 0000-0002-2952-1171 (2021). Top-Story Softening for Enhanced Mitigation of Vortex Shedding-Induced Vibrations in Wind-Excited Tuned Mass Damper Inerter-Equipped Tall Buildings. Journal of Structural Engineering, 147(1), article number 04020283. doi: 10.1061/(asce)st.1943-541x.0002838

Wang, Z. & Giaralis, A. ORCID: 0000-0002-2952-1171 (2019). Vibration suppression and energy harvesting potential in wind excited buildings equipped with ground floor tuned inerter damper. Paper presented at the 9th Conference on Smart Structures and Materials, SMART 2019, 8-11 Jul 2019, Paris, France.

Wang, Z. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2022). Optimality criteria-based minimum-weight design method for modular building systems subjected to generalised stiffness constraints: A comparative study. Engineering Structures, 251(Part A), article number 113472. doi: 10.1016/j.engstruct.2021.113472

Whitworth, A. H. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2020). Embodied Energy Optimization of Steel-Concrete Composite Beams using a Genetic Algorithm. In: Procedia Manufacturing. 1st International Conference on Optimization-Driven Architectural Design, 5-7 Nov 2019, Amman, Jordan. doi: 10.1016/j.promfg.2020.02.275

Whitworth, A. H. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2020). Genetic algorithm for embodied energy optimisation of steel-concrete composite beams. Sustainability, 12(8), article number 3102. doi: 10.3390/su12083102

Y

Yag, Y. & Fu, F. ORCID: 0000-0002-9176-8159 (2022). Axial compressive behaviour of rectangular DCFSST stub columns. Journal of Constructional Steel Research, 199, article number 107592. doi: 10.1016/j.jcsr.2022.107592

Yang, Y-F., Fu, F. ORCID: 0000-0002-9176-8159 & Zhang, Y-Q. (2023). Static performance of steel slag concrete filled steel square hollow section members. Journal of Constructional Steel Research, 205, article number 107896. doi: 10.1016/j.jcsr.2023.107896

Yang, Y., Zhang, Y-Q. & Fu, F. ORCID: 0000-0002-9176-8159 (2024). Flexural behaviour of rectangular double-opening concrete filled sandwich steel tube (DCFSST) beams. Journal of Constructional Steel Research, 215, article number 108512. doi: 10.1016/j.jcsr.2024.108512

Yang, D., Li, M., Fu, F. ORCID: 0000-0002-9176-8159 & Wu, J. (2022). Experimental and numerical studies on a new type of bolt-ball joint for spatial grid structures. Journal of Constructional Steel Research, 188, article number 107035. doi: 10.1016/j.jcsr.2021.107035

Yang, G., Zomorodian, M., Belarbi, A. & Ayoub, A. (2016). Uniaxial Tensile Stress-Strain Relationships of RC Elements Strengthened with FRP Sheets. Journal of Composites for Construction, 20(3), article number 04015075. doi: 10.1061/(asce)cc.1943-5614.0000639

Yang, Y., Wang, Y. & Fu, F. ORCID: 0000-0002-9176-8159 (2014). Effect of reinforcement stiffeners on square concrete-filled steel tubular columns subjected to axial compressive load. Thin-Walled Structures, 82, pp. 132-144. doi: 10.1016/j.tws.2014.04.009

Yu, A., Chen, Z., Zhang, L. , Li, X., Shi, J. & Fu, F. ORCID: 0000-0002-9176-8159 (2023). Study on AE characteristics of concrete with different w/c ratio under uniaxial compression. Structures, 58, article number 105443. doi: 10.1016/j.istruc.2023.105443

Yu, A., Liu, X., Fu, F. ORCID: 0000-0002-9176-8159 , Chen, X. & Zhang, Y. (2023). Acoustic Emission Signal Denoising of Bridge Structures using SOM Neural Network Machine Learning. Journal of Performance of Constructed Facilities, 37(1), article number 04022066. doi: 10.1061/(asce)cf.1943-5509.0001778

Z

Zeytinci, B. M., Sahin, M., Guler, M. A. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2021). A practical design formulation for perforated beams with openings strengthened with ring type stiffeners subject to Vierendeel actions. Journal of Building Engineering, 43, article number 102915. doi: 10.1016/j.jobe.2021.102915

Zhou, S-Q., Yang, Y-F. & Fu, F. ORCID: 0000-0002-9176-8159 (2023). Performance of SSC filled circular steel tube short columns under axial compression. Structures, 57, article number 105147. doi: 10.1016/j.istruc.2023.105147

Zhou, H., Zhang, Y., Fu, F. ORCID: 0000-0002-9176-8159 & Wu, J. (2020). Collapse Mechanism of Single-Layer Cylindrical Latticed Shell under Severe Earthquake. Materials, 13(11), article number 2519. doi: 10.3390/ma13112519

Zimos, D., Mergos, P. E. ORCID: 0000-0003-3817-9520, Papanikolaou, V. & Kappos, A. ORCID: 0000-0002-5566-5021 (2022). Analysis of Shear-critical Reinforced Concrete Columns under Variable Axial Load. Magazine of Concrete Research, 74(14), pp. 715-726. doi: 10.1680/jmacr.21.00034

Zimos, D.K. (2017). Modelling the Post-Peak Response of Existing Reinforced Concrete Frame Structures Subjected to Seismic Loading. (Unpublished Doctoral thesis, City, University of London)

This list was generated on Mon Jun 17 02:27:06 2024 UTC.