... 地下二层及以下 second floor underground and below 短肢剪力墙 short leg shear wall 框支柱 transfer column ...
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short-leg shear wall 短肢剪力墙
framed short-leg shear wall 框支短肢剪力墙
short leg shear wall system 短肢剪力墙结构
short-leg shear wall structure 短肢剪力墙结构
T-shaped short-leg shear wall T形短肢剪力墙
frame-supported short-leg shear wall 框支短肢剪力墙
frame-supported short-leg shear wall structure 框支短肢剪力墙结构
frame-supported short-leg shear wall struucture 框支短肢剪力墙结构
short-leg masonry shear wall 短肢砌体剪力墙
Precise time integration method is applied in short-leg shear wall, and a new scheme is put forward which is referred as Newmark-precision time history method.
在动力分析方法方面，本文将精细积分法应用到短肢剪力墙结构中，提出了纽马克—精细时程法。
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。
The seismic behaviors of reinforced concrete structure frame-supported short-leg shear wall structure are investigated in the thesis of the test.
试验重点研究了框支短肢剪力墙结构的延性、耗能性、刚度衰减特征，结构的屈服机制和破坏机制。
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