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Extension of modal pushover analysis to seismic assessment of bridges
Nonlinear static (pushover) analysis has become a popular tool during the last decade for the seismic assessment of buildings. Nevertheless, its main advantage of lower computational cost compared to nonlinear dynamic time-history analysis (THA) is ...
Andreas J Kappos, Anastasios Sextos
exaly +2 more sources
A modal pushover analysis procedure for estimating seismic demands for buildings
Developed herein is an improved pushover analysis procedure based on structural dynamics theory, which retains the conceptual simplicity and computational attractiveness of current procedures with invariant force distribution.
Anil K Chopra, Rakesh K Goel
exaly +3 more sources
Evaluation of Modal and Traditional Pushover Analyses in Frame-Shear-Wall Structures
Nonlinear static analysis (or pushover analysis) has been widely used in the last decade as a simplified and approximate method to evaluate the structural seismic performance and to estimate inelastic structural responses under severe ground motions ...
Zhiwei Miao, Lieping Ye, Hong Guan
exaly +2 more sources
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Modal Pushover Analysis for Seismic Performance Assessment of Underground Structures
Journal of Earthquake Engineering, 2023Zhidong Gao, Mi Zhao, Xiuli Du
exaly
An adaptive pushover procedure based on effective modal mass combination rule
Engineering Structures, 2013Reza Abbasnia, Mohammad M Maddah
exaly
A consecutive modal pushover procedure for estimating the seismic demands of tall buildings
Engineering Structures, 2009Mehdi Poursha +2 more
exaly
A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings
Earthquake Engineering and Structural Dynamics, 2004Anil K Chopra, Rakesh K Goel
exaly
An alternative modal combination rule for adaptive pushover analysis
Structural Design of Tall and Special Buildings, 2016Reza Abbasnia +2 more
exaly
OPTIMAL PERFORMANCE-BASED SEISMIC DESIGN USING MODAL PUSHOVER ANALYSIS
Journal of Earthquake Engineering, 2006Yanglin Gong
exaly

