| 加斜撑冷弯薄壁型钢组合墙体的抗震性能 |
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| 引用本文： | 徐云鹏,张海宾,夏祥,刘宇清,杨秀红,宫大壮. 加斜撑冷弯薄壁型钢组合墙体的抗震性能[J]. 土木与环境工程学报, 2021, 43(1): 120-136 |
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| 作者姓名： | 徐云鹏 张海宾 夏祥 刘宇清 杨秀红 宫大壮 |
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| 作者单位： | 重庆大学 土木工程学院;山地城镇建设与新技术教育部重点实验室, 重庆 400045;山东莱钢建设 有限公司, 山东 青岛 266000;大佛寺风景区管委会, 重庆 402660;北新房屋有限公司, 北京 100070 |
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| 基金项目： | National Key Research and Development Program of China (No. 2016YFC0700905); National Natural Science Foundation of China (No. 51678060) |
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| 摘 要： | 通过对竖向荷载作用下加斜撑冷弯薄壁型钢组合墙体的抗震性能试验研究,考察了墙体的受力特性、破坏模式和滞回性能,分析了覆面板对组合墙体滞回性能、延性和耗能能力的影响.结果表明:相同竖向荷载作用下,单面覆OSB板墙体较无面板墙体的抗剪承载力提高了38.79％;墙架柱轴压比为0.24较轴压比为0.16的单面覆OSB板组合墙体抗...
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| 关 键 词： | 冷弯薄壁型钢 组合墙体 斜向支撑 抗震性能 试验研究 有限元分析 |
| 收稿时间： | 2019-11-22 |
Seismic performance of diagonally braced cold-formed thin-walled steel composite walls |
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| XU Yunpeng,ZHANG Haibin,XIA Xiang,LIU Yuqing,YANG Xiuhong,GONG Dazhuang. Seismic performance of diagonally braced cold-formed thin-walled steel composite walls[J]. Journal of Civil and Environmental Engineering, 2021, 43(1): 120-136 |
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| Authors: | XU Yunpeng ZHANG Haibin XIA Xiang LIU Yuqing YANG Xiuhong GONG Dazhuang |
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| Affiliation: | School of Civil Engineering;Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing University, Chongqing 400045, P. R. China;Shandong Laigang Constuction Co. Ltd, Qingdao 266000, Shandong, P. R. China;Management Committee of Dafosi Scenic Area, Chongqing 402660, P. R. China;BNBM House Co. Ltd, Beijing 100070, P. R. China |
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| Abstract: | |
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| Keywords: | cold-formed thin-walled steel composite wall diagonal support seismic performance experimental research finite element analysis |
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