Nonlinear Pushover Analysis Procedure

2016 ◽  
pp. 59-86
Keyword(s):  
Pushover Analysis ◽  
Analysis Procedure ◽  
Nonlinear Pushover Analysis

scholarly journals Seismic Vulnerability of Urban Bridges Due to Liquefaction Using Nonlinear Pushover Analysis and Assessing Parameters for Damage Detection

2017 ◽  
Vol 173 ◽  
pp. 1739-1746 ◽  
Author(s):  
Kashif Quamar Inqualabi ◽  
Rajeev Kumar Garg ◽  
K. Balaji Rao
Keyword(s):  
Damage Detection ◽  
Seismic Vulnerability ◽  
Pushover Analysis ◽  
Nonlinear Pushover Analysis

Nonlinear Pushover Analysis of RC Structures

2000 ◽  
Author(s):  
R. Martino ◽  
E. Spacone ◽  
G. Kingsley
Keyword(s):  
Pushover Analysis ◽  
Rc Structures ◽  
Nonlinear Pushover Analysis

A Case Study Considering a 3-D Pushover Analysis Procedure

2007 ◽  
Author(s):  
Wei Huang ◽  
Phillip L. Gould
Keyword(s):  
Pushover Analysis ◽  
Analysis Procedure

Studies and Improvements on Modal Pushover Analysis and Application on Bridge

2010 ◽  
Vol 163-167 ◽  
pp. 4076-4082
Author(s):  
Ying Na Mu ◽  
Lei Shi ◽  
Zhe Zhang
Keyword(s):  
Seismic Response ◽  
Pushover Analysis ◽  
High Accuracy ◽  
Analysis Procedure ◽  
Bridge Structure ◽  
Higher Modes ◽  
Modal Pushover Analysis ◽  
Multi Mode ◽  
Inertia Forces ◽  
Modal Pushover

Because the traditional pushover analysis can not take the contributions of higher modes into account, To overcome this limitation, a modal pushover analysis procedure (MPA) is proposed by some researchers, which can involve the combination of multi-mode contributions to response. In this paper, much improvement on MPA procedure is made with consideration of the changes of seismic response after structural yielding and anew distribution of inertia forces. The method is verified by one example of bridge structure. It is concluded that the improvement part-sectionalized MPA presented in this paper has high accuracy.

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