框架—剪力墙结构承载能力的分析方法 |
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引用本文: | 李桂青,陶牟华. 框架—剪力墙结构承载能力的分析方法[J]. 工程力学, 1986, 0(4) |
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作者姓名: | 李桂青 陶牟华 |
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作者单位: | 武汉工业大学工程结构抗震研究所,武汉工业大学工程结构抗震研究所 |
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摘 要: | 本文研究框架——剪力墙结构承载能力的分析方法,并基于一栋试验楼的节点、剪力墙模型试验以及现场自由振动的实测结果,对该楼进行了静力极限分析和弹塑性地震反应的动态分析。
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Analysis of Bearing Capacity of A Frame_ Shear Wall Structure |
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Abstract: | The calculation method of bearing capacity of a frame- shear wall structure is established, Based on test results of node- beam -column, shear wall models and the dynamic charactercetics of a testing building, the static limit analysis of bearing, capacity and dynamic analysis of ceas to-plastic reeponse of the structure under the action of an earthquake with eight intensity degrees are given in the paper. |
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