The factors relating to shear wall discussed in this paper are seismic intensity, site soil condition, weight and height of building, and top displacement of structure etc.
本文论述了不同设防烈度及场地条件，建筑高度和自重，以及顶点相对位移限值等因素与抗震墙用量之间的关系。
The influences of confining pressure, end constraint, height of specimen and interface on networks of shear bands are investigated numerically.
研究了围压、端面约束、试件高度及界面特性对剪切带网络形成的影响。
The height of the structure has small influences to the interruptable shear wall height.
结构高度对中断剪力墙高度的影响较小。
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