Space stiffness matrix of T-shape, L-shape and -shape short-leg shear wall is derived by virtual work principle and variational principle.
利用虚功原理和变分原理分别推导了T形、L形和一字形截面的短肢剪力墙空间单元刚度矩阵。
By adjusting the thickness and space of the shear wall, the problem that the plane is a bit long is solved, and the rigidity distribution and displacement response are reasonable.
通过调整结构剪力墙的厚度和间距解决了建筑平面偏长的问题，结构的刚度分布和位移反应比较合理。
This paper introduces the experimental study of shear test under eccentric compression on space truss-concrete combined sandwich wall plate(in brief ZW sandwich wall plate).
研究了钢筋网架—砼组合结构夹芯墙板（简称ZW夹芯墙板）平面内偏压受剪的性能。
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