木框架剪力墙；试验协议；抗震性能。
Wood frame shear walls; Testing protocol; Seismic performance.
本文主要论述了高层框架剪力墙结构在抗震设计方式中的一些看法。
This paper discusses high-level framework for seismic design of shear wall structure and some views are given.
首次提出了带钢筋-型钢暗支撑组合剪力墙，并进行了其抗震性能试验研究。
Composite shear wall with concealed steel bar-shaped steel bracings is put forward and its seismic performance experimental research is done.
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