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 results show that, with the (increase) of the rigidity characteristic, the interruptable shear wall height increases.
计算表明：随着刚度特征值的增加，可中断剪力墙的高度随之增加。
The shear lag effect in frame-tube structures can be neglected when the ratio of beams span to height increases to some degree, and its behaviors comes close to the behaviors of frame structures.
当框筒结构裙梁跨高比增大到一定程度以后，剪力滞效应就可以忽略，结构的受力性能与框架相近。
The results indicated that transverse shear effect affects greatly on the bending properties of the plank while the ratio of span-height was small.
结果表明：在跨高比较小时，横向剪切效应对板的弯曲性能有显著影响；
The main advantages are the transverse shear deformation and rotary inertia are considered naturally, and there is no restriction on the thickness of plate and height of stiffener.
主要优越性表现为：结构的旋转惯性、剪切变形等都得到了考虑，且不限制结构的板厚度和加强筋的高度。
The calculated strength could show the affection caused by transverse shear effect and the affection had only relation to the loading value and no to the ratio of span-height.
预测的强度能够反映出横向剪切效应的影响，其影响只与载荷大小有关，而与跨高比无关；
Impacts on asphalt mixture's high temperature performance with PR series additives added by means of rutting test and Repeated Shear Test (Constant Height)(RSCH) were investigated.
选用车辙试验和恒定高度重复剪切试验（RSCH）来进行掺加PR系列添加剂沥青混合料的高温性能研究。
Moreover, the scheme can not only be applied in medium-height buildings and high buildings, but also can be applied in frame structures, shear walls, tubes and the like.
该方案不仅能用于中高层建筑，还能用于高层建筑；不仅能用于框架结构，还能用于剪力墙、筒体等结构。
The shear displacement increases with increasing normal stress and cement content at the same height in shear failure state.
同样的法向应力及高度处，切向位移随水泥含量的提高而增大。
The shear displacement increases with increasing normal stress and cement content at the same height in shear failure state.
同样的法向应力及高度处，切向位移随水泥含量的提高而增大。
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