| A comparison of viscous damper placement methods for improving seismic building design JK Whittle, MS Williams, TL Karavasilis, A Blakeborough Journal of Earthquake Engineering 16 (4), 540-560, 2012 | 203 | 2012 |
| Seismic structural and non-structural performance evaluation of highly damped self-centering and conventional systems TL Karavasilis, CY Seo Engineering Structures 33 (8), 2248-2258, 2011 | 134 | 2011 |
| Large-scale experimental validation of steel posttensioned connections with web hourglass pins G Vasdravellis, TL Karavasilis, B Uy Journal of Structural Engineering 139 (6), 1033-1042, 2013 | 130 | 2013 |
| Hysteretic model for steel energy dissipation devices and evaluation of a minimal-damage seismic design approach for steel buildings TL Karavasilis, S Kerawala, E Hale Journal of Constructional Steel Research 70, 358-367, 2012 | 121 | 2012 |
| Rocking damage‐free steel column base with friction devices: design procedure and numerical evaluation F Freddi, CA Dimopoulos, TL Karavasilis Earthquake Engineering & Structural Dynamics 46 (14), 2281-2300, 2017 | 120 | 2017 |
| Finite element models and cyclic behavior of self-centering steel post-tensioned connections with web hourglass pins G Vasdravellis, TL Karavasilis, B Uy Engineering Structures 52, 1-16, 2013 | 118 | 2013 |
| Seismic response of plane steel MRF with setbacks: Estimation of inelastic deformation demands TL Karavasilis, N Bazeos, DE Beskos Journal of Constructional Steel Research 64 (6), 644-654, 2008 | 117 | 2008 |
| Seismic performance and probabilistic collapse resistance assessment of steel moment resisting frames with fluid viscous dampers CY Seo, TL Karavasilis, JM Ricles, R Sause Earthquake engineering & structural dynamics 43 (14), 2135-2154, 2014 | 114 | 2014 |
| Estimation of seismic inelastic deformation demands in plane steel MRF with vertical mass irregularities TL Karavasilis, N Bazeos, DE Beskos Engineering structures 30 (11), 3265-3275, 2008 | 114 | 2008 |
| Experimental evaluation of the seismic performance of steel MRFs with compressed elastomer dampers using large-scale real-time hybrid simulation TL Karavasilis, JM Ricles, R Sause, C Chen Engineering Structures 33 (6), 1859-1869, 2011 | 110 | 2011 |
| Evaluation of a real-time hybrid simulation system for performance evaluation of structures with rate dependent devices subjected to seismic loading C Chen, JM Ricles, TL Karavasilis, Y Chae, R Sause Engineering Structures 35, 71-82, 2012 | 96 | 2012 |
| Seismic design, modelling and assessment of self-centering steel frames using post-tensioned connections with web hourglass shape pins AI Dimopoulos, TL Karavasilis, G Vasdravellis, B Uy Bulletin of Earthquake Engineering 11, 1797-1816, 2013 | 94 | 2013 |
| Experimental evaluation of a rocking damage-free steel column base with friction devices F Freddi, CA Dimopoulos, TL Karavasilis Journal of Structural Engineering 146 (10), 04020217, 2020 | 87 | 2020 |
| Novel demountable shear connector for accelerated disassembly, repair, or replacement of precast steel-concrete composite bridges ASH Suwaed, TL Karavasilis Journal of Bridge Engineering 22 (9), 04017052, 2017 | 80 | 2017 |
| Dual seismic-resistant steel frame with high post-yield stiffness energy-dissipative braces for residual drift reduction M Baiguera, G Vasdravellis, TL Karavasilis Journal of Constructional Steel Research 122, 198-212, 2016 | 79 | 2016 |
| Collapse risk and residual drift performance of steel buildings using post-tensioned MRFs and viscous dampers in near-fault regions AS Tzimas, GS Kamaris, TL Karavasilis, C Galasso Bulletin of Earthquake Engineering 14, 1643-1662, 2016 | 78 | 2016 |
| Self-centering steel column base with metallic energy dissipation devices VC Kamperidis, TL Karavasilis, G Vasdravellis Journal of Constructional Steel Research 149, 14-30, 2018 | 77 | 2018 |
| Dimensional response analysis of multistory regular steel MRF subjected to pulselike earthquake ground motions TL Karavasilis, N Makris, N Bazeos, DE Beskos Journal of structural engineering 136 (8), 921-932, 2010 | 77 | 2010 |
| Design rules, experimental evaluation, and fracture models for high-strength and stainless-steel hourglass shape energy dissipation devices G Vasdravellis, TL Karavasilis, B Uy Journal of Structural Engineering 140 (11), 04014087, 2014 | 75 | 2014 |
| EC8-based seismic design and assessment of self-centering post-tensioned steel frames with viscous dampers AS Tzimas, AI Dimopoulos, TL Karavasilis Journal of Constructional Steel Research 105, 60-73, 2015 | 72 | 2015 |
George VasdravellisAssociate Professor of Structural Engineering, Heriot-Watt University, Edinburgh, UK在 hw.ac.uk 的电子邮件经过验证
