| 框支密肋复合墙体拟静力试验研究 |
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| 引用本文： | 贾穗子,曹万林,袁泉.框支密肋复合墙体拟静力试验研究[J].哈尔滨工业大学学报,2015,47(8):120-124. |
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| 作者姓名： | 贾穗子 曹万林 袁泉 |
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| 作者单位： | 北京工业大学 建筑工程学院,100124北京,北京工业大学 建筑工程学院,100124北京,北京交通大学 土木建筑工程学院, 100044北京 |
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| 基金项目： | 国家科技支撑计划资助项目( 2011BAJ08B02) ； 北京市博士后工作经费资助项目(2015ZZ-29). |
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| 摘 要： | 为研究底部大空间框支密肋复合墙结构的抗震性能,结合新型斜交肋格密肋复合墙板结构,进行2榀底部框架-剪力墙上部密肋复合墙体结构1/2比例模型拟静力试验.分析正交肋格和斜交肋格框支密肋复合墙体在低周反复荷载作用下的破坏过程、传力机理,探讨结构层间位移滞回特性,各构件钢筋的荷载-应变曲线,墙体的残余变形率.试验结果表明:框支密肋复合墙结构抗震性能优越,墙板独特的斜交式肋格构造形式有效提高结构的延性、变形性能,抗倒塌能力和可修复性.
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| 关 键 词： | 底部框剪结构 密肋复合墙体 拟静力试验 斜交肋格 抗震性能 |
| 收稿时间： | 9/1/2014 12:00:00 AM |
Pseudo-static experiment of multi-ribbed composite wall supported on frame shear-wall structure |
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| JIA Suizi,CAO Wanlin and YUAN Quan.Pseudo-static experiment of multi-ribbed composite wall supported on frame shear-wall structure[J].Journal of Harbin Institute of Technology,2015,47(8):120-124. |
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| Authors: | JIA Suizi CAO Wanlin and YUAN Quan |
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| Affiliation: | College of Architecture and Civil Engineering, Beijing University of Technology, 100124 Beijing,China,College of Architecture and Civil Engineering, Beijing University of Technology, 100124 Beijing,China and School of Civil Engineering, Beijing Jiaotong University, 100044 Beijing,China |
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| Abstract: | Seismic performance of the multi-ribbed composite wall structure with large space at the bottom, combined with the new oblique frame-grid used in multi-ribbed structure was studied in this paper. The pseudo-static experiment of two 1/2-scale multi-ribbed composite wall supported on frame shear-wall structure was conducted. Under the low reversed cyclic loading, the failure process and force transfer mechanism of the oblique and orthogonal frame-gird specimens was analyzed. The hysteretic characteristic of inter-story displacement, steel load-strain curves of the members, residual deformation ratio of the specimen was discussed. The results show that the structure have good seismic performance. The unique oblique frame-grid design can improve the overall ductility, deformation, collapse-resistant capacity and reparability. |
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| Keywords: | frame-supported shear-wall structure multi-ribbed composite wall pseudo-static experiment oblique frame-grid seismic performance |
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