| 带连廊的建筑结构抗震性能分析 |
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| 引用本文： | 田洁,董全利,王克成.带连廊的建筑结构抗震性能分析[J].西安理工大学学报,1998,14(2):212-215. |
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| 作者姓名： | 田洁 董全利 王克成 |
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| 作者单位： | 1. 西安理工大学水利水电学院,西安710048
2. 中国西北建筑设计院 |
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| 摘 要： | 采用梁单元、有限元、边界元、无限边界元相结合的方法，建立了频域中结构－半无限地基系统的分析模型。应用该模型，对带连廊的建筑结构进行了地震响应分析，为这类建筑的抗震能力作出了评价，并提出了一种减震思路。
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| 关 键 词： | 建筑结构 连廊 连杆 地震响应 抗震性能 |
An Analysis of Seismic Behaviors of Building Structure Linked with Corridors |
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| Tian Jie,Dong Quanli,Wang Kecheng.An Analysis of Seismic Behaviors of Building Structure Linked with Corridors[J].Journal of Xi'an University of Technology,1998,14(2):212-215. |
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| Authors: | Tian Jie Dong Quanli Wang Kecheng |
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| Abstract: | In this paper, a coupling model of Beam element Finite element Boundary element Infinite boundary element for the analysis of structure foundation system in frequency domain is established. The earthquake responses of building structure linked with corridors are analysed. Also, an evaluation is made of the seismic behavior of this kind of building, thereby advancing a kind of seismic reduction thinking. |
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| Keywords: | building structure corridor rod earthquake response seismic behavior |
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