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Items where Subject is "TH Building construction"

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Number of items at this level: 150.

A

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, 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

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, 102192. doi: 10.1016/j.jobe.2021.102192

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, doi: 10.1080/15397734.2021.1880329

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, 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), 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, 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, 5542. doi: 10.1038/s41598-022-09444-x

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, 58. doi: 10.1186/s40069-020-00428-7

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., 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), 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), 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, 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

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), 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

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)

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, 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, 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-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), doi: 10.1061/(ASCE)ST.1943-541X.0002628

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, 105119. doi: 10.1016/j.jobe.2022.105119

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, 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. Paper presented at the 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, 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), 5. doi: 10.3390/buildings12010005

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, 1800209. 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., 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, 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, 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, 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), 4230. doi: 10.3390/su13084230

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, 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, 101607. doi: 10.1016/j.jobe.2020.101607

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

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, pp. 66-76. doi: 10.1016/j.tws.2019.02.014

H

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, 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, 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, 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. 91-118.

K

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(Sup 2), pp. 192-209. doi: 10.2174/1874836801610010192

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,

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, 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. Paper presented at the 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

L

Labib, M., Moslehy, Y. & Ayoub, A. (2017). Softening Coefficient of Reinforced Concrete Elements Subjected to Three-Dimensional Loads. Magazine of Concrete Research, 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.

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, 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, 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), doi: 10.1061/(ASCE)ST.1943-541X.0002652

M

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

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, 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

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), 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), 1289. doi: 10.3390/buildings12081289

N

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. Paper presented at the SAFECOMP 2015 Workshops, ASSURE, DECSoS, ISSE, ReSA4CI, and SASSUR, 22-09-2015, Delft, Netherlands. doi: 10.1007/978-3-319-24249-1_6

O

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, doi: 10.1680/jenge.18.00049

P

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

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, 109904. doi: 10.1016/j.engstruct.2019.109904

Q

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), 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), 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), 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, 101636. doi: 10.1016/j.jobe.2020.101636

R

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

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

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

S

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. Paper presented at the SECED 2019 Conference, 9-10 September 2019, Greenwich, London.

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), 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, 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

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), 111. doi: 10.3390/buildings12020111

T

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, 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. (pp. 191-196). Boca Raton: CRC Press/Balkema. ISBN 9781138344198

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, 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), 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, 107142. doi: 10.1016/j.jcsr.2022.107142

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 & D'Mello, C. ORCID: 0000-0002-5726-6868 (2012). Detailed Study of Perforated Beams with Closely Spaced Novel Web Openings. IABSE Congress Reports, pp. 996-1003. ISSN 2221-3791 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, 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, 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, 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. (pp. 2103-2112). Greece, Athens: Institute of Research and Development for Computational Methods in Engineering Sciences. ISBN 978-618-85072-2-7

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), 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), 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. Procedia Manufacturing, 44, pp. 417-424. ISSN 2351-9789 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), 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,

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, 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), 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, doi: 10.1016/j.tws.2014.04.009

Yu, A., Liu, X., Fu, F. ORCID: 0000-0002-9176-8159 , Chen, X. & Zhang, Y. (2022). Acoustic Emission Signal Denoising of Bridge Structures using SOM Neural Network Machine Learning. Journal of Performance of Constructed Facilities,

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, 102915. doi: 10.1016/j.jobe.2021.102915

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), 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, 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)

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