关注
Lydell Wiebe
Lydell Wiebe
Professor of Civil Engineering, McMaster University
在 mcmaster.ca 的电子邮件经过验证 - 首页
标题
引用次数
引用次数
年份
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
2122009
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
1072013
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
1002015
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
862016
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
812015
Characterizing acceleration spikes due to stiffness changes in nonlinear systems
L Wiebe, C Christopoulos
Earthquake engineering & structural dynamics 39 (14), 1653-1670, 2010
722010
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
642015
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
572021
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
482016
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
442019
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
392017
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
362018
Design of controlled rocking steel frames to limit higher mode effects
LDA Wiebe
University of Toronto, 2013
322013
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
312019
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
272017
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
242018
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
222020
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
222011
Design and Construction of Controlled Rocking Steel Braced Frames in New Zealand
LDA Wiebe
22*
系统目前无法执行此操作,请稍后再试。
文章 1–20