证明了非均匀模型的极限阻尼力是均匀模型的最大阻尼力(屈服剪力)。
Consequently, the limit damping force of the unequal model proves the peak damping force (yield shear force) of the equal model.
提出了两种确定钢筋混凝土框架的屈服基底剪力和屈服顶点位移方法。
Two methods of determining the yield base shear and the yield top displacement of RC frames are suggested.
结果表明，混凝土芯筒的剪力墙屈服后，其内置的延性加强构件(钢管柱)对结构的防倒塌有显著的作用。
It is found that the ductile strengthen member (concrete fill steel tube) play an important role to prevent the structure from collapse after the shear walls partially yield.
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。
The seismic behaviors of reinforced concrete structure frame-supported short-leg shear wall structure are investigated in the thesis of the test.
所采用的广义屈服函数中考虑了轴力、弯矩、剪力、扭矩的交互作用。
Interactions among Oxial force, fending moment and shearing force are considered in the generalized yield function.
试验表明免拆模复合剪力墙在屈服之前表现出良好的承载力，其破坏首先发生在连梁处，破坏时持续的时间较长。
The experiment results show that complex shear walls have excellent bearing capacity before yielding, and the duration between yielding to failure is longer.
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。
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。
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。
The frame-supported short-leg shear wall structure is a combination of short-leg shear wall and frame-supported shear wall.
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