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整体性系数
    A low-cycle loading experiment for two specimens of symmetric double short-pier shear wall was carried out, and the failure pattern, hysteretic response, and the effect of integrative coefficient on the elastoplastic performances were studied.
    介绍了两榀对称双肢短肢剪力墙的拟静力试验,研究了短肢剪力墙的破坏形态、滞回特性和整体性系数对其弹塑性性能的影响。
    The loading capability increases with the increase of integrative coefficient while the ductility decreases on condition that the number of stories, story height, dimension of piers, material and reinforcement are the same.
    对于层数、层高、墙肢尺寸、材料及配筋都相同的短肢剪力墙,其承载能力随整体性系数的增加而增加,而延性却随之减小。
    The research results show that the mechanic properties of short-pier shear walls are the same as the combined shear walls and if the integrative coefficient α is increasing,the lateral stiffness and the bearing capacity will be getting up but the ductility and energy dissipation will be going down.
    研究表明,短肢剪力墙的受力性能与联肢墙相同,整体性系数α愈大,其侧向刚度和承载力愈大,但延性及耗能性能差。
    Results indicate that with the increase of the integrative coefficient, the periods of top two modes apparently decrease but the other periods of higher frequency modes show little variation when the pier strength coefficient remains constant.
    结果表明,当肢强系数不变时,随整体性系数的增加,短肢剪力墙的前两阶振型的振动周期显著减小,而其他高阶振型的振动周期变化很小;
    Similarly, if the integrative coefficient is constant, the top two periods of the free vibration decrease with the increase of the integrative coefficient but the other periods of higher frequency modes show less variation.
    当整体性系数不变时,短肢剪力墙的前两阶振型的振动周期随肢强系数的增加显著减小,而其他高阶振型的振动周期变化不大。
    To correctly define short-limb shear wall,the limb strength coefficient ζ and the integrative coefficient α are used to exhibit the mechanical performance of short-limb shear walls.
    为了正确定义短肢剪力墙,用肢强系数ζ和整体性系数α来反映短肢剪力墙的受力特性.
 

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