| 复合墙板结构层组合形式的探讨 |
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| 引用本文： | 张同亿,张兴虎,于庆荣. 复合墙板结构层组合形式的探讨[J]. 西安建筑科技大学学报(自然科学版), 2001, 33(1): 10-13 |
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| 作者姓名： | 张同亿 张兴虎 于庆荣 |
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| 作者单位： | 1. 西安建筑科技大学土木工程学院,
2. 天津大学建工系, |
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| 摘 要： | 通过两种复合墙板拟静力试验，探讨了结构层组合形式对构件的破坏形态、变形性能、刚度以及承载力的影响，论证了两侧等厚结构层复合墙板抗震性能相对优越并对不等厚结构层复合墙板的极限承载力及应用范围进行了讨论。
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| 关 键 词： | 复合墙板 抗震性能 刚度 承载力 |
| 文章编号： | 1006-7930(2001)01-0010-04 |
| 修稿时间： | 2000-10-12 |
Study on the form of structure layer in sandwich wall panel |
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| ZHANG Tong-yi,ZHANG Xing-hu,YU Qing-rong. Study on the form of structure layer in sandwich wall panel[J]. Journal of Xi'an University of Architecture & Technology, 2001, 33(1): 10-13 |
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| Authors: | ZHANG Tong-yi ZHANG Xing-hu YU Qing-rong |
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| Affiliation: | ZHANG Tong|yi 1,ZHANG Xing|hu 1,YU Qing|rong 2 |
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| Abstract: | Based on the quasi|static test of two kinds of sandwich wall panels, some behaviors such as the failure form, the deformation behavior, the stiffness, the intensity and the load bearing capacity of this sandwich wall panel are discussed. The calculation that the seismic behavior of sandwich wall panel with same thickness structure layer takes precedence over that of sandwich wall panel with different thickness structure layer is presented. The capacity and the application of sandwich wall panel with different thickness structure layer is discussed. |
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| Keywords: | sandwich wall panel seismic behavior stiffness carrying capacity |
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