| 大底盘多塔楼连体砌体结构房屋弹塑性地震反应分析 |
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| 引用本文： | 郭玉荣,邹银生. 大底盘多塔楼连体砌体结构房屋弹塑性地震反应分析[J]. 建筑结构, 1998, 0(9) |
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| 作者姓名： | 郭玉荣 邹银生 |
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| 作者单位： | 湖南大学结构工程研究所 长沙410082(郭玉荣)，湖南大学结构工程研究所 长沙410082(邹银生) |
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| 摘 要： | 在楼板分区刚性假定的基础上,以弹性变形梁模拟空中连廊的变形,建立了时程分析的复合刚片系振动模型.引入砌体的滞回特性,该模型可用于复杂体型砌体结构房屋弹塑性地震反应时程分析.文末对大底盘双塔楼带连廊砌体结构房屋的地震反应作了计算和讨论.
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| 关 键 词： | 砌体结构房屋 大底盘 多塔楼 连廊 复合刚片系模型 |
Elasto-plastic Seismic Response Analysis of Multi-towers Masonry Building Linked by Spatial Corridors and with Enlarged Base |
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| Guo Yurong Zou Yinsheng. Elasto-plastic Seismic Response Analysis of Multi-towers Masonry Building Linked by Spatial Corridors and with Enlarged Base[J]. Building Structure, 1998, 0(9) |
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| Authors: | Guo Yurong Zou Yinsheng |
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| Affiliation: | Guo Yurong Zou Yinsheng |
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| Abstract: | Based on the assumption that the floor is infinitely rigid in different areas and that the spatial corridors can be modeled as an elastic beam, a composite rigid panel series model is presented. By introducing the hysteretic behavior of masonry, this model can be used for the elasto-plastic time history analysis of masonry buildings with complex configuration. Finally, the seismic responses of a double-towers masonry building linked by spatial corridors with enlarged base at the bottom are discussed. |
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| Keywords: | masonry building enlarged base multi-towers spatial corridors composite rigid panel model |
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