墙趾可更换竖波钢板剪力墙抗剪承载力
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王威,赵昊田,权超超,宋鸿来,李昱,周毅香
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Shear bearing capacity of vertical corrugated steel plate shear wall with replaceable toe
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Wei WANG,Hao-tian ZHAO,Chao-chao QUAN,Hong-lai SONG,Yu LI,Yi-xiang ZHOU
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| 表 5 RCSPSW抗剪承载力模拟值与计算值的对比 |
| Tab.5 Comparison between simulated and calculated shear capacity of RCSPSW |
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| 模型编号 | Fu | Fuf | Fu/Fuf | | M45-3-6 | 406.5 | 410.6 | 0.99 | | M45-4-6 | 544.4 | 533.7 | 1.02 | | M45-5-6 | 631.9 | 620.7 | 1.02 | | M45-6-6 | 697.1 | 689.1 | 1.01 | | M45-7-6 | 745.2 | 755.8 | 0.98 | | M30-3-6 | 337.2 | 337.8 | 0.99 | | M60-3-6 | 436.2 | 399.6 | 1.09 | | M90-3-6 | 425.4 | 380.7 | 1.11 | | M45-3-3 | 350.5 | 345.7 | 1.01 | | M45-3-4 | 375.8 | 375.9 | 1.00 | | M45-3-5 | 401.2 | 385.6 | 1.04 | | M45-3-7 | 451.9 | 434.0 | 1.04 | | M45-3-7 | 451.9 | 434.0 | 1.04 |
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