| 钢筋混凝土框架结构抗震设计中能力设计措施的探讨 |
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| 引用本文： | 周舒,曹庆.钢筋混凝土框架结构抗震设计中能力设计措施的探讨[J].施工技术,2007,36(9):91-93. |
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| 作者姓名： | 周舒 曹庆 |
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| 作者单位： | 1. 成都理工大学,四川,成都,610059
2. 成都高新置业有限公司,重庆,611731 |
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| 摘 要： | 结合现行规范,对8度区二级1榀钢筋混凝土框架结构进行设计,通过对结构进行设防地震和罕遇地震作用多波输入下的非线性动力时程反应分析,考察了基于新规范设计的钢筋混凝土框架结构的能力设计措施所能达到的强柱弱梁效果,揭示了我国8度区框架结构能力设计措施的抗震有效性。
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| 关 键 词： | 钢筋混凝土 能力设计 非线性动力分析 抗震性能 |
| 文章编号： | 1002-8498(2007)09-0091-03 |
| 修稿时间： | 2007年5月18日 |
Discussion on Capacity Design Measurements for Seismic Design of Reinforced Concrete Frame Structure |
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| ZHOU Shu,CAO Qing.Discussion on Capacity Design Measurements for Seismic Design of Reinforced Concrete Frame Structure[J].Construction Technology,2007,36(9):91-93. |
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| Authors: | ZHOU Shu CAO Qing |
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| Abstract: | A 2 degree frame in 8-degree area is designed combing with current standard.Through nonlinear seismic analysis of multi-wave input under design earthquake and rare earthquake,strong column weak beam effect of capacity design measurements for reinforced concrete structure based on new standard is surveyed,as well as seismic effectiveness of capacity design measurements for frame structure in 8-degree area. |
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| Keywords: | reinforced concrete capacity design nonlinear seismic analysis seismic capacity |
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