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。
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 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。
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。