| 开洞剪力墙抗震设计探讨 |
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| 引用本文： | 陈平,王社良,惠彦涛.开洞剪力墙抗震设计探讨[J].西安建筑科技大学学报(自然科学版),1994(3). |
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| 作者姓名： | 陈平 王社良 惠彦涛 |
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| 作者单位： | 西安建筑科技大学建筑工程系，中国非金属矿研究所 |
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| 摘 要： | 通过对一组开洞剪力墙进行弹塑性电算分析，进一步探讨了开洞剪力墙结构弹塑性发展的一般规律，提出了开洞剪力墙结构的最佳抗震能量耗散机构，可作为结构抗震设计的参考依据。
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| 关 键 词： | 抗震设计 开洞剪力墙 能量耗散机构 |
An exploratory study on aseismic design of coupled shear walls |
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| Chen Ping, Wang Sheliang, Xi Yantao.An exploratory study on aseismic design of coupled shear walls[J].Journal of Xi'an University of Architecture & Technology,1994(3). |
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| Authors: | Chen Ping Wang Sheliang Xi Yantao |
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| Abstract: | Trough an elasto-plastic analysis of 4 coupled shear walls, some universal laws on the elasto-plastic behavior of coupled shear walls are brought to light. one optimummechanism for dissipating seismic energy is presented. The idea shown in this paper canbe used as a reference basis for designing anti-seismic structure. |
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| Keywords: | seismatic design/dissipating energy mechanism |
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