A general design procedure for failure mechanism control of reinforced concrete frames
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- 作者：Rosario Montuori r.montuori@unisa.it" class="auth_mail" title="E-mail the corresponding author ; Roberta Muscati ; rmuscati@unisa.it" class="auth_mail" title="E-mail the corresponding author
- 关键词：Global mechanism ; Concrete moment resisting frames ; Plastic collapse theory
- 刊名：Engineering Structures
- 出版年：2016
- 出版时间：1 July 2016
- 年：2016
- 卷：118
- 期：Complete
- 页码：137-155
- 全文大小：2105 K
文摘
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New advances for designing RC-MRF failing in a global mode are presented.
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Beams present different reinforcement at the top and bottom part of the section and at the ends.
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The application of the TPMC to the design of a multi-storey frame is presented.
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Both push-over analyses and non-linear dynamic analyses have been made.