Publications
Book Chapters
He J., Suwaed A.S.H., Vasdravellis G., Wang S. "Shear performance of a novel demountable connector for reusable steel-concrete composite structures". Life-Cycle Civil Engineering: Innovation, Theory and Practice. Proceedings of the 7th International Symposium on Life-Cycle Civil Engineering (IALCCE 2020), October 27-30, 2020, Shanghai, China. Edited By Airong Chen, Xin Ruan, Dan M. Frangopol.
He J., Li C., Vasdravellis G., Feidaki E., Wang S., Liu Y. "Shear performance of demountable perforated steel-tube connector for accelerated assembly bridge construction".In: Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations, 1st edition.Edited By Hiroshi Yokota, Dan M. Frangopol CRC Press, London, April 2021, ISBN: 9780429279119 doi: https://doi.org/10.1201/9780429279119.
Baiguera M., Vasdravellis G., Karavasilis T.L. "Component tests, fracture simulation, and seismic collapse assessment of a steel braced frame with stainless steel dampers". In: PESDES 2017. International Workshop on Performance-Based Seismic Design of Structures. Edited by D. Beskos, Y. Zhou, J. Qian, X. Lu. Tongji University, Shanghai, China, 13-15 October 2017.
Vasdravellis G., Karavasilis T.L. (2015). "Steel Post-Tensioned Connections with Web Hourglass Pins: Towards Earthquake Resilient Steel Structures". Encyclopedia of Earthquake Engineering. Springer 2015.
Journal Articles
He J., Suwaed A.S.H., Vasdravellis G., Wang S. "Standard pushout tests and design rules for a bolted-welded hybrid demountable shear connector". Journal of Structural Engineering (ASCE). Under review.
Habrah A., Batikha M. and Vasdravellis G. (2022). “An analytical optimization study on the core-outrigger system for efficient design of tall buildings”. Journal of Building Engineering, 46, 103762.
He J., Suwaed A.S.H., Vasdravellis G. (2022). "Horizontal pushout tests and parametric analyses of a locking-bolt demountable shear connector". Structures, 35, 667-683.
Wang X., Xie C., Jia Z., Vasdravellis G. (2022). "Seismic behaviour of post-tensioned beam-to-column connection using slender energy-dissipating rectangles". Engineering Structures, 250, 113444.
Suwaed A.S.H., He J., Vasdravellis G. (2022). "Experimental and numerical evaluation of a welded demountable shear connector through horizontal pushout tests". Journal of Structural Engineering (ASCE), 148 (2), February 2022.
He J., Feng Z., Li C., Ke L., Lei Z., Vasdravellis G. (2021) "Static and Fatigue Tests on Lightweight UHPC-OSD Composite Bridge Deck System Subjected to Hogging Moment". Engineering Structures 241, 112459
He J., Vasdravellis G., Wang S. (2021). "Circular perforated steel yielding demountable shear connector for sustainable precast composite floors". Steel and Composite structures - Volume 39, Number 6, June25 2021, pages 701-721.
Bregoli G., Vasdravellis G., Karavasilis T.L., Cotsovos D.M. (2021). "Static and dynamic tests on steel joints equipped with novel structural details for progressive collapse mitigation". Engineering Structures, Volume 232, 111829.
He, J., Vasdravellis, G., Wang, S., Feidaki, E. (2020). "Closure to 'Steel-Yielding Demountable Shear Connector for Composite Floors with Precast Hollow-Core Slab Units' by Eliza Feidaki, George Vasdravellis, Jun He, and Sihao Wang". Journal of Structural Engineering (United States), 146 (9), art. no. 07020014. DOI: 10.1061/(ASCE)ST.1943-541X.0002762.
Dimopoulos, C.A., Freddi, F., Karavasilis, T.L., Vasdravellis, G. (2020). "Progressive collapse resistance of steel self-centering MRFs including the effects of the composite floor". Engineering Structures, 208, art. no. 109923. DOI: 10.1016/j.engstruct.2019.109923.
Ghorbanzadeh, B., Bregoli, G., Vasdravellis, G., Karavasilis, T.L. (2019). "Pilot experimental and numerical studies on a novel retrofit scheme for steel joints against progressive collapse". Engineering Structures, 200, art. no. 109667.
Feidaki E., Vasdravellis G., He J., Wang S. (2019). "A steel-yielding demountable shear connector for composite floors with precast hollow-core slab units". Journal of Structural Engineering (ASCE), 145(8): 04019076. DOI: 10.1061/(ASCE)ST.1943-541X.0002356.
Brambilla G., Lavagna M., Vasdravellis G., Castiglioni C.A. (2019) "Environmental benefits arising from demountable steel-concrete composite floor systems in buildings". Resources, Conservation and Recycling, 141, pp. 133-142.
Baiguera M., Vasdravellis G., Karavasilis T.L. (2019). "Ultra-low cycle fatigue tests and fracture prediction models for duplex stainless steel devices of high-performance braced frames". Journal of Structural Engineering (ASCE), 145(1).
He, J., Vasdravellis, G., Wang, S.-H., Liu, Y.-Q., Li, C.-X. (2018) "Shear Performance of a Novel Demountable Perforated Steel-tube Connector". Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 31 (12), pp. 28-36 and 80.
Kamperidis V., Karavasilis T.L., Vasdravellis G. (2018). "Self-centering steel column base with metallic energy dissipation devices". Journal of Constructional Steel Research, 149, pp. 14-30.
Vasdravellis G., Baiguera M., Al-Samaraie D. (2018). "Robustness assessment of a steel self-centering moment resisting frame under column loss". Journal of Constructional Steel Research. Volume 141, February 2018, Pages 36-49.
Baiguera M., Vasdravellis G., Karavasilis T.L. (2016). "Dual seismic-resistant steel frame with high post-yield stiffness braces for residual drift reduction: numerical evaluation ". Journal of Constructional Steel Research., 122, pp. 198-212.
Kirkland B., Kim P., Uy B., Vasdravellis G. (2015). "Moment-shear-axial force interaction in steel-concrete composite beams". Journal of Constructional Steel Research, 114, pp. 66-76.
Vasdravellis G., Uy B., Tan E.L., Kirkland B. (2015). “Behaviour and design of composite beams subjected to sagging bending and axial compression”. Journal of Constructional Steel Research, 110, pp. 29-39.
Vasdravellis G., Karavasilis T.L., Uy B. (2014). “Design rules, experimental evaluation and fracture models for high-strength and stainless-steel hourglass shape energy dissipation devices”. Journal of Structural Engineering (ASCE), 140(11).
Vasdravellis G., Uy B. (2014). “Shear strength and moment-shear interaction in steel-concrete composite beams”. Journal of Structural Engineering (ASCE), 140(11).
Dimopoulos A., Karavasilis T.L., Vasdravellis G., Uy B. (2013). “Seismic design, modeling, and assessment of self-centering steel frames using post-tensioned connections with web hourglass shape pins”. Bulletin of Earthquake Engineering, 11 (5), pp. 1797-1816.
Vasdravellis G., Karavasilis T.L., Uy B. (2013). “Finite element models and cyclic behavior for self-centering steel post-tensioned connections with web hourglass pins”. Engineering Structures, 52, pp. 1-16.
Vasdravellis G., Karavasilis T.L., Uy B. (2013). “Large-scale experimental validation of steel post-tensioned connections with web hourglass pins”. Journal of Structural Engineering (ASCE), 139(6), pp. 1033-1042.
Vasdravellis G., Uy B., Tan E.L., Kirkland B. (2012). “Behaviour and design of composite beams subjected to negative bending and compression”. Journal of Constructional Steel Research, 79, pp. 34-47.
Vasdravellis G., Uy B., Tan E.L. and Kirkland B. (2012). “The effects of axial tension on the sagging-moment regions of composite beams”. Journal of Constructional Steel Research, 72, pp. 240-253.
Vasdravellis G., Uy B., Tan E.L., Kirkland B. (2012). “The effects of axial tension on the hogging-moment regions of composite beams”. Journal of Constructional Steel Research, 68 (1), pp. 20-33.
Vasdravellis G., Valente M., Castiglioni C.A. (2009). “Dynamic response of composite frames with different shear connection degree”. Journal of Constructional Steel Research, 65 (10-11), pp. 2050-2061.
Vasdravellis G., Valente M., Castiglioni C.A. (2009). “Behaviour of exterior partial-strength composite beam-to-column connections: Experimental study and numerical simulations”. Journal of Constructional Steel Research, 65 (1), pp. 23-35.