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.