钢板剪力墙简化模型研究
本文用斜拉杆简化模型分析了钢板墙从弹性屈曲到拉力带全部屈服的受力全过程。考虑了真实的拉力带倾角、塑性变形系数和屈服后阶段弹模折减等因素影响,用斜拉杆模型模拟了拉力带的受力过程,推导了斜拉杆初始屈服应力、极限应力、钢板墙剪力和位移计算公式,得到了钢板墙的弹塑性荷载-位移曲线,最后与试验资料比较验证了公式的有效性。...
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| Main Authors: | , , , |
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| Format: | Article |
| Language: | zho |
| Published: |
Editorial Department of Progress in Steel Building Structures, Tongji University
2009-01-01
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| Series: | Jianzhu Gangjiegou Jinzhan |
| Subjects: | |
| Online Access: | http://steelpro.tongji.edu.cn/thesisDetails?columnId=40760559&Fpath=home&index=0 |
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