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来源：百度知道 编辑：UC知道 时间：2024/05/29 02:44:02
For the soft-first-story buildings, the yield strength
coefficients (the base shear coefficients at which
structures yield) of 0.35, 0.70 and 1.05 are selected. Thestructures are realized by stick models. The shear
deformation and the flexural deformation of the each
story are expressed by a shear spring and a rotational
spring. The inelastic behaviors of the first stories are
defined by applying Takeda model (Takeda et al. 1970)
to the relationships between the shear force and the
interstory drift ratio. The initial stiffness Ks1 is calculated
by Eq. (1) assuming the flexural deformation of the two
columns.
coefficients (the base shear coefficients at which
structures yield) of 0.35, 0.70 and 1.05 are selected. Thestructures are realized by stick models. The shear
deformation and the flexural deformation of the each
story are expressed by a shear spring and a rotational
spring. The inelastic behaviors of the first stories are
defined by applying Takeda model (Takeda et al. 1970)
to the relationships between the shear force and the
interstory drift ratio. The initial stiffness Ks1 is calculated
by Eq. (1) assuming the flexural deformation of the two
columns.
前往柔软-第一-故事建筑物,0.35,0.70和1.05的产量力量协同因素((在方面结构屈服)的卑劣剪协同因素被.
结构被柴棍模范意识到.
剪损形和弯曲的损形的每一故事被一剪春天和一旋转的春天所表达
第一故事的无弹力的行为被由应用Takeda模式确定Takeda等等向剪力量和interstory漂移比率之间的关系.
开头顽固Ks1被开始两柱的弯曲的损形Eq.(1)计算.