横波钢板混凝土剪力墙震损修复及抗侧刚度分析
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王威,宋鸿来,权超超,李昱,甄国凯,赵昊田
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Seismic damage repair and lateral stiffness analysis of horizontal corrugated steel plate concrete composite shear wall
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Wei WANG,Hong-lai SONG,Chao-chao QUAN,yu LI,Guo-kai ZHEN,Hao-tian ZHAO
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| 表 2 特征点的荷载和位移 |
| Tab.2 Load and displacement of characteristic points |
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| 试件 | Fcr/mm | $\varDelta $cr/mm | Fy/kN | $\varDelta $y/mm | FP/kN | $\varDelta $p/mm | Fu/kN | $\varDelta $u/mm | μ | | CSPCW-H0 | +250 | +8.102 | +5410.420 | +10.24 | +6010.85 | +10.61 | / | / | / | | CSPCW-H0 | −250 | −5.410 | −544.160 | −18.68 | −647.52 | −16.50 | / | / | / | | RCSPCW-H1 | +150 | +8.105 | +821.160 | +14.00 | / | / | / | / | / | | RCSPCW-H1 | −150 | −5.180 | −812.200 | −14.54 | / | / | / | / | / | | RCSPCW-H2 | / | / | +826.101 | +18.50 | +488.50 | +86.17 | +8100.62 | +48.88 | 8.21 | | RCSPCW-H2 | / | / | −806.108 | −18.84 | −481.16 | −80.58 | −866.41 | −810.65 | 2.87 |
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