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.
地震力降低系数对设防烈度地震作用的整体降低实际上决定了结构的屈服水准和对结构延性需求的大小。
Lower coefficient of earthquake seismic intensity of the security role in the decision to lower the overall structure of the yield of standard size and structure of the extensive demand.
引入结构屈服水平系数，建立了结构的延性需求谱，使地震动的幅值特性和频谱特性可以分开考虑。
By introducing the yielding level factor and constructing the ductility demand spectrum, the characteristic of peak values and frequency contents of ground motions are considered separately.
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.
结果表明，在给定屈服强度水平下结构的延性需求强烈地依赖于场地条件、设计分组等因素。
After being compared with the mean ductility demand, it is found that ductility demand is strongly dependent on site conditions and design characteristic periods for a given strength level.
采用金属材料微元屈服极限随机分布模型，计算出每次循环产生的微观塑性应变，并与用单调拉伸试验确定的材料真实断裂延性联系起来。
Randomly distributed models of micro-plastic strains were used to calculate the micro-plastic deformation produced at each cycle of the steel under high cycle fatigue 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。
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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