Items where Subject is "TH Building construction"
- Library of Congress Subject Areas (23376)
- T Technology (3878)
- TH Building construction (236)
- T Technology (3878)
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 (Unpublished Doctoral thesis, City, University of London)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 (Unpublished Doctoral thesis, City, University of London)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., Huang, Y. & Tsavdaridis, K. ORCID: 0000-0001-8349-3979 (2024). Comparative Life Cycle Assessment (LCA) of the Composite Prefabricated Ultra-Shallow Slabs (PUSS) and Hollow Core Slabs in the UK. Journal of Building Engineering, 96, article number 110588. doi: 10.1016/j.jobe.2024.110588
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
Ali, S. B., Georgantzia, E. ORCID: 0000-0001-9140-8236, Kamaris, G. S. , Gkantou, M. & Kot, P. (2022). Experimental study of square and rectangular hollow section aluminium alloy columns. Journal of Physics: Conference Series, 2198(1), article number 012046. doi: 10.1088/1742-6596/2198/1/012046
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., Tsavdaridis, K. ORCID: 0000-0001-8349-3979, Lemonis, M. E. , Ferreira, F. P. V., Formisano, A. & Gantes, C. (2024). AI-Powered GUI for Prediction of Axial Compression Capacity in Concrete-Filled Steel Tube Columns. Neural Computing and Applications, 36(35), pp. 22429-22459. doi: 10.1007/s00521-024-10405-w
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
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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
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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, 177(8), pp. 728-748. 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., Tong, J. & Fu, F. ORCID: 0000-0002-9176-8159 (2024). Bond performance of FRP bar reinforced concrete under monotonic load and fatigue effect. Proceedings of the Institution of Civil Engineers - Structures and Buildings, pp. 1-20. doi: 10.1680/jstbu.23.00102
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
Camara, A. & Reyes-Aldasoro, C. C. ORCID: 0000-0002-9466-2018 (2024). Dynamic analysis of the effects of vehicle movement over bridges observed with CCTV images. Engineering Structures, 317, article number 118653. doi: 10.1016/j.engstruct.2024.118653
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. Paper presented at the 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. ORCID: 0000-0002-9843-2973 & Tsavdaridis, K. ORCID: 0000-0001-8349-3979 (2024). Testing Novel Hybrid Inter-Module Joints for Steel Modular Buildings Under Cyclic Load. Engineering structures, 315, article number 118495. doi: 10.1016/j.engstruct.2024.118495
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
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Degtyarev, V. V., Hicks, S., Ferreira, F. P. V. & Tsavdaridis, K. ORCID: 0000-0001-8349-3979 (2024). Probabilistic resistance predictions of laterally restrained cellular steel beams by natural gradient boosting. Thin-Walled Structures, 205, article number 112367. doi: 10.1016/j.tws.2024.112367
Degtyarev, V. V., Hicks, S. J., Ferreira, F. P. V. & Tsavdaridis, K. ORCID: 0000-0001-8349-3979 (2024). Design Resistance Assessment for the Resistance of Laterally Restrained Cellular Steel Beams. Journal of Constructional Steel Research,
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
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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
Emamikoupaei, A., Tsavdaridis, K. ORCID: 0000-0001-8349-3979, Bigdeli, A. & Saffarzadeh, K. (2025). Fragility-Based Robustness Assessment of Steel Modular Building Systems: Connection and Building Height. Journal of Constructional Steel Research, 226, article number 109199. doi: 10.1016/j.jcsr.2024.109199
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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., Jeong, S-H., Mansouri, E. , Shamass, R., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Martins, C. H. & De Nardin, S. (2024). Five Machine Learning Models Predicting the Global Shear Capacity of Composite Cellular Beams with Hollow-Core Units. Buildings, 14(7), article number 2256. doi: 10.3390/buildings14072256
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.
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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
Georgantzia, E. ORCID: 0000-0001-9140-8236, Bin Ali, S., Gkantou, M. ORCID: 0000-0003-2494-405X , Kamaris, G. S., Kansara, K. D. & Atherton, W. (2021). Flexural buckling performance of concrete-filled aluminium alloy tubular columns. Engineering Structures, 242, article number 112546. doi: 10.1016/j.engstruct.2021.112546
Georgantzia, E. ORCID: 0000-0001-9140-8236, Finney, C., Robinson, A. & Kashani, M. M. ORCID: 0000-0003-0008-0007 (2024). Modeling Nonlinear Stress–Strain Behavior of 6000 Series Aluminum Alloys under Cyclic Loading. Journal of Materials in Civil Engineering, 36(6), article number 04024133. doi: 10.1061/jmcee7.mteng-17314
Georgantzia, E. ORCID: 0000-0001-9140-8236, Gkantou, M. ORCID: 0000-0003-2494-405X & Kamaris, G. S. (2023). Aluminium alloy channel columns: Testing, numerical modelling and design. Thin-Walled Structures, 182, article number 110242. doi: 10.1016/j.tws.2022.110242
Georgantzia, E. ORCID: 0000-0001-9140-8236, Gkantou, M. ORCID: 0000-0003-2494-405X & Kamaris, G. S. (2021). Aluminium alloys as structural material: A review of research. Engineering Structures, 227, article number 111372. doi: 10.1016/j.engstruct.2020.111372
Georgantzia, E. ORCID: 0000-0001-9140-8236, Gkantou, M., Kamaris, G. S. & Kansara, K. D. (2022). Ultimate response and plastic design of aluminium alloy continuous beams. Structures, 39, pp. 175-193. doi: 10.1016/j.istruc.2022.03.015
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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
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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
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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
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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.
Som, R., Manna, S. & Banerjee, J. R. (2024). Propagation of bending waves along the edge of a point-loaded piezoelectric plate on elastic foundation. Mechanics of Advanced Materials and Structures, doi: 10.1080/15376494.2024.2413186
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. ORCID: 0000-0001-8349-3979, McKinley, B., Kacaroglu, B. N. , Corfar, D. ORCID: 0000-0002-9843-2973 & Lawson, R. M. (2024). Bending Test of Long-Span Ultra-Shallow Floor Beam (USFB) with Two Lightweight Concretes. Structures, 66, article number 106895. doi: 10.1016/j.istruc.2024.106895
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
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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)
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Wang, Y., Liu, F., Yang, H. , Fu, F. ORCID: 0000-0002-9176-8159 & Yan, Y. (2024). Thermal insulation performance of non-load-bearing light gauge slotted steel stud walls. Sustainable Structures, 4(1), article number 42. doi: 10.54113/j.sust.2024.000042
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
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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
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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
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Zeng, R., Bao, E-H., Yin, X. & Fu, F. ORCID: 0000-0002-9176-8159 (2024). The Behavior of Post-installed Rebar Connectors in Steel Frame Retrofitted Concrete Structures Under Combined Shear and Tension. International Journal of Concrete Structures and Materials, 18(1), article number 61. doi: 10.1186/s40069-024-00700-0
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)