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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.view all authors (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.view all authors (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

Naughton, D. T., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Maraveas, C. & Nicolaou, A.view all authors (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

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

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,

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

Qian, K., Lan, D., Zhang, L. , Fu, F. ORCID: 0000-0002-9176-8159 & Fang, Q.view all authors (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: 0000-0002-9176-8159view all authors (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.view all authors (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.view all authors (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

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., 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, doi: 10.1007/s10518-022-01609-3

Rajendran, S., Mohan, D., Roy S, D. , Salam, B. A., Avudaiappan, S. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979view all authors (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. A., Giaralis, A. ORCID: 0000-0002-2952-1171 & Lopez-Garcia, D.view all authors (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

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, 107231. doi: 10.1016/j.jcsr.2022.107231

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: 0000-0003-2250-3832view all authors (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

Shaheen, M., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Ferreira, F. P. V. & Cunningham, L. S.view all authors (2023). Rotational capacity of exposed base plate connections with various configurations of anchor rod sleeves. Journal of Constructional Steel Research, 201, 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), 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: 0000-0001-8349-3979view all authors (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

Stephen, D., Lam, D., Forth, J. , Ye, J. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979view all authors (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: 0000-0001-8349-3979view all authors (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, 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.view all authors (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

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

Temami, O., Ayoub, A. ORCID: 0000-0002-2670-9662, Hamadi, D. & Bennoui, I.view all authors (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.view all authors (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., 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.view all authors (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.view all authors (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

Wang, L., Song, Z., Huang, C. , Qian, K. & Fu, F. ORCID: 0000-0002-9176-8159view all authors (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.view all authors (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: 0000-0002-9176-8159view all authors (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 (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. & 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). Genetic algorithm for embodied energy optimisation of steel-concrete composite beams. Sustainability, 12(8), 3102. doi: 10.3390/SU12083102

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

Yang, D., Li, M., Fu, F. ORCID: 0000-0002-9176-8159 & Wu, J.view all authors (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.view all authors (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-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, 107896. doi: 10.1016/j.jcsr.2023.107896

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.view all authors (2023). Acoustic Emission Signal Denoising of Bridge Structures using SOM Neural Network Machine Learning. Journal of Performance of Constructed Facilities, 37(1),

Zeytinci, B. M., Sahin, M., Guler, M. A. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979view all authors (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.view all authors (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: 0000-0002-5566-5021view all authors (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

Book Section

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.

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

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.

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.view all authors (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.

Conference or Workshop Item

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

Dissanayake, D. M. M. P., Poologanathan, K., Gunalan, S. , Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Wanniarachchi, K. S.view all authors (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

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.

Laksmi, B., Nouri, J. M., Brabazon, D. & Naher, S.view all authors (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.

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. Proceedings of the International Conference on Natural Hazards and Infrastructure, ISSN 2623-4513

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

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. Proceedings of the International Conference on Natural Hazards and Infrastructure, ISSN 2623-4513

Ruiz, R., Taflanidis, A., Giaralis, A. ORCID: 0000-0002-2952-1171 & Lopez-Garcia, D.view all authors (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.

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.

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.

Tanghetti, G., Goodey, R.J. ORCID: 0000-0002-9166-8393, McNamara, A. M. ORCID: 0000-0002-3452-0800 & Halai, H.view all authors (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.view all authors (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

Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Corfar, D. (2022). Modular building connections: a review. CESARE Conference Publications, ISSN 2788-6204

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

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 (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.

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

Thesis

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)

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

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

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)

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

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)

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)