并在以上分析的基础上，提出了轻骨料混凝土剪力墙位移延性系数的估算公式，给出了保证其延性性能的构造建议。
Finally, the formulas for the ductility of RLCSW are proposed, and some detail requirements to guarantee the ductility of RLCSW are recommended.
在数值计算和参数分析的基础上，提出矩形钢管混凝土压弯构件荷载—位移恢复力模型，延性系数和耗能比的简化计算方法及相关计算公式。
P- restoring force model, simplified calculation methods of ductility coefficient and energy dissipation are given on the basis of integral calculation and parameter analyze for CFRST.
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