A Phenomenological Study on Inelastic Torsion Caused By Nonlinear Behavior Changes during Earthquake Excitations
Torsion of many symmetric structures, which were designed based on the seismic codes, is due to their asymmetricity induced during inelastic behavior. Although the structure was designed symmetrically assuming elastic based criteria, different factors such as material inconsistency in structure, con...
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| Автори: | , |
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| Формат: | Artigo |
| Мова: | Inglês |
| Опубліковано: |
University of Tehran Press
2014-12-01
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| Серія: | Civil Engineering Infrastructures Journal |
| Предмети: | |
| Онлайн доступ: | https://ceij.ut.ac.ir/article_41522_b57adb39579d86a9ebf054ddaa550e80.pdf |
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