scholarly journals Seismic Performance Evaluation of RCC Buildings with Different Structural Configurations

10.29007/kj2r ◽  
2018 ◽  
Author(s):  
Mohit K. Parmar ◽  
Snehal V. Mevada ◽  
Vishal B. Patel
Keyword(s):  
Performance Evaluation ◽  
Comparative Study ◽  
Seismic Performance ◽  
Pushover Analysis ◽  
Shear Wall ◽  
Seismic Performance Evaluation ◽  
Structural Configurations ◽  
Different Response ◽  
The Comparative Study ◽  
Reduction Factors

This paper explores the comparative study of building performances at its performance points with two different response reduction factors. RCC Building with Bare Frame, RCC Building with Shear Wall and RCC Building with Stiffness Asymmetry, these three types of buildings are used for obtaining better objective of the study. Pushover Analysis is performed in SAP2000 to get performance of the building.

The Seismic Performance Evaluation of PHC Pile Wharf Based on Pushover Analysis

2014 ◽  
Vol 638-640 ◽  
pp. 1900-1904 ◽  
Author(s):  
Gui Lan Tao ◽  
Da Fei ◽  
Liang Shu
Keyword(s):  
Performance Evaluation ◽  
Seismic Performance ◽  
Response Spectrum ◽  
Pushover Analysis ◽  
Element Model ◽  
Seismic Capacity ◽  
Object A ◽  
Seismic Performance Evaluation ◽  
Parameter Conversion ◽  
Rare Earthquake

A single bent structure of PHC pile wharf was taken as the research object. A finite element model was established and studied by pushover analysis along the transverse direction by SAP2000. The parameter conversion relationship between response spectrum of ATC-40 and of Chinese codes was studied. Seismic performance evaluation of the wharf structure is conducted. The conclusion is that the single pile yield order of the PHC pile wharf is from the bottom to the top. The wharf structure meets the seismic capacity requirements on condition of frequent earthquake of 7 degree, but needs appropriate reinforcement on condition of rare earthquake of 7 degree.

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