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...
| Автори: | , , , |
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| Формат: | Стаття |
| Мова: | English |
| Опубліковано: |
Vilnius Gediminas Technical University in collaboration with the Lithuanian Academy of Sciences
2008
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| Онлайн доступ: | 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 |