The frame-supported short-leg shear wall structure is a combination of short leg shear-wall and frame-supported shear wall.
试验重点研究了框支短肢剪力墻结构的延性、耗能性、刚度衰减特征,结构的屈服机制和破坏机制。
In recent years, short-leg shear wall structure has been used in part of the non-seismic region of our country.
近年来,短肢剪力墻结构体系已经在我国部分非地震区域得以采用。
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墻结构的延性、耗能性、刚度衰减特征,结构的屈服机制和破坏机制。
Considered the characteristics of high-rise residential short-leg shear wall structure, a new kind of plywood formwork with steel frame is researched.
结合高层住宅短肢剪力墻结构的特点,研究开发了一种新型钢框胶合板模板体系。
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墻空间单元刚度矩阵。
The test results proved that the seismic behavior of frame-supported short-leg shear wall structure by reasonable design is accepted.
试验结果表面,经过合理设计的框支短肢剪力墻结构具有良好的抗震性能。