【摘要】 通过12片陶粒砼大开洞剪力墙1:3比尺的模型试验,提出采用塑性内力重分布的剪力调幅法计算大开洞剪力墙的内力。该方法较弹性理论更符合结构实际受力状态,与塑性铰理论计算及试验结果相比偏于安全。更多还原

【Abstract】 Based on 12 1:3 scale model tests of ceramsite concrete shear wall with large openings, this paper presents a shear force adjustment method which is based on the redistribution of stressed during the plastic range. This method can predict the stress conditions more accurately than the elastic method. In comparison with the plastic hinge theory the test results are on the safe side.更多还原