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1·Thirdly, the analysis methods of structural integral seismic capacity and capacity storage respectively corresponding to design capacity and yielding capacity are presented.

然后，提出了结构整体抗震能力的分析方法以及分别相应于设计能力和屈服能力的能力储备分析方法；

2·Based on the test results and theoretical analysis, formulas to predict the initiation of cracking, yielding and the maximum shear capacity and deformation are suggested.

根据试验结果和理论分析，提出了连接键开裂、屈服和受剪承载力特征点的有关计算公式。

3·The paper gives yielding conditions and discusses the influence of pre-tension of clamps on yieldable capacity of the U-steel and change of yieldable capacity in the process of yielding.

本文给出了U型钢可缩性支架的缩动条件，讨论了卡缆预紧力对支架抗缩动能力的影响以及支架在缩动过程中抗缩动能力的变化等问题。

4·The experiment results show that complex shear walls have excellent bearing capacity before yielding, and the duration between yielding to failure is longer.

试验表明免拆模复合剪力墙在屈服之前表现出良好的承载力，其破坏首先发生在连梁处，破坏时持续的时间较长。