Mitigation of higher mode effects in base-rocking systems by using multiple rocking sections L Wiebe, C Christopoulos Journal of Earthquake Engineering 13 (S1), 83-108, 2009 | 212 | 2009 |
Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low‐amplitude shake table testing L Wiebe, C Christopoulos, R Tremblay, M Leclerc Earthquake Engineering & Structural Dynamics 42 (7), 1053-1068, 2013 | 205* | 2013 |
Mechanisms to limit higher mode effects in a controlled rocking steel frame. 2: Large‐amplitude shake table testing L Wiebe, C Christopoulos, R Tremblay, M Leclerc Earthquake Engineering & Structural Dynamics 42 (7), 1069-1086, 2013 | 107 | 2013 |
Performance-based seismic design of controlled rocking steel braced frames. I: Methodological framework and design of base rocking joint L Wiebe, C Christopoulos Journal of Structural Engineering 141 (9), 04014226, 2015 | 100 | 2015 |
Dynamic and equivalent static procedures for capacity design of controlled rocking steel braced frames TC Steele, LDA Wiebe Earthquake Engineering & Structural Dynamics 45 (14), 2349-2369, 2016 | 86 | 2016 |
A cantilever beam analogy for quantifying higher mode effects in multistorey buildings L Wiebe, C Christopoulos Earthquake Engineering & Structural Dynamics 44 (11), 1697-1716, 2015 | 81 | 2015 |
Characterizing acceleration spikes due to stiffness changes in nonlinear systems L Wiebe, C Christopoulos Earthquake engineering & structural dynamics 39 (14), 1653-1670, 2010 | 72 | 2010 |
Performance-based seismic design of controlled rocking steel braced frames. II: Design of capacity-protected elements L Wiebe, C Christopoulos Journal of Structural Engineering 141 (9), 04014227, 2015 | 64 | 2015 |
Artificial neural network for predicting nuclear power plant dynamic behaviors M El-Sefy, A Yosri, W El-Dakhakhni, S Nagasaki, L Wiebe Nuclear Engineering and Technology 53 (10), 3275-3285, 2021 | 57 | 2021 |
Seismic collapse risk assessment of reinforced masonry walls with boundary elements using the FEMA P695 methodology M Ezzeldin, L Wiebe, W El-Dakhakhni Journal of Structural Engineering 142 (11), 04016108, 2016 | 48 | 2016 |
System dynamics simulation of the thermal dynamic processes in nuclear power plants M El-Sefy, M Ezzeldin, W El-Dakhakhni, L Wiebe, S Nagasaki Nuclear Engineering and Technology 51 (6), 1540-1553, 2019 | 44 | 2019 |
Collapse risk of controlled rocking steel braced frames with different post‐tensioning and energy dissipation designs TC Steele, LDA Wiebe Earthquake Engineering & Structural Dynamics 46 (13), 2063-2082, 2017 | 39 | 2017 |
Design-level estimation of seismic displacements for self-centering SDOF systems on stiff soil C Zhang, TC Steele, LDA Wiebe Engineering Structures 177, 431-443, 2018 | 36 | 2018 |
Design of controlled rocking steel frames to limit higher mode effects LDA Wiebe University of Toronto, 2013 | 32 | 2013 |
Controlled rocking CLT walls for buildings in regions of moderate seismicity: Design procedure and numerical collapse assessment MA Kovacs, L Wiebe Journal of Earthquake Engineering 23 (5), 750-770, 2019 | 31 | 2019 |
Experimental assessment of the system-level seismic performance of an asymmetrical reinforced concrete block–wall building with boundary elements M Ezzeldin, W El-Dakhakhni, L Wiebe Journal of Structural Engineering 143 (8), 04017063, 2017 | 27 | 2017 |
Application of an in-plane/out-of-plane interaction model for URM infill walls to dynamic seismic analysis of RC frame buildings F Longo, L Wiebe, F da Porto, C Modena Bulletin of Earthquake Engineering 16 (12), 6163-6190, 2018 | 24 | 2018 |
Large-scale experimental testing and numerical modeling of floor-to-frame connections for controlled rocking steel braced frames TC Steele, LDA Wiebe Journal of Structural Engineering 146 (8), 04020163, 2020 | 22 | 2020 |
Using Bézier curves to model gradual stiffness transitions in nonlinear elements: Application to self‐centering systems L Wiebe, C Christopoulos Earthquake engineering & structural dynamics 40 (14), 1535-1552, 2011 | 22 | 2011 |
Design and Construction of Controlled Rocking Steel Braced Frames in New Zealand LDA Wiebe | 22* | |