Enhancements in idealized capacity curve generation for reinforced concrete regular framed structures subjected to seismic loading

Enhancements in idealized capacity curve generation for reinforced concrete regular framed structures subjected to seismic loading

The designing of R/C framed structures subjected to seismic excitation generally is performed by linear elastic method, while current trend of codes of practice is moving toward increasing emphasis on evaluating the structures using non‐linear static pushover (NSP) approaches. Recently, several NSP...

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Bibliographic Details
Main Authors: Seifi, Mehrdad, Noorzaei, Jamaloddin, Jaafar, Mohd Saleh, Thanoon, Waleed Abdulmalik
Format: Article
Language:English
Published: Vilnius Gediminas Technical University in collaboration with the Lithuanian Academy of Sciences 2008
Online Access:http://psasir.upm.edu.my/id/eprint/14521/
http://psasir.upm.edu.my/id/eprint/14521/1/Enhancements%20in%20idealized%20capacity%20curve%20generation%20for%20reinforced%20concrete%20regular%20framed%20structures%20subjected%20to%20seismic%20loading.pdf

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