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integrative coefficient
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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。
短句来源
    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。
短句来源
    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。
短句来源
    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;
短句来源
    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。
短句来源
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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。
短句来源
    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。
短句来源
    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。
短句来源
    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;
短句来源
    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。
短句来源
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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. The results indicated that short-pier shear wall is a type of coupled wall with strong piers and weak beams; the beams yield earlier than piers, and moreover, the material capacity of the coupling beams may be fully used because of the internal stress redistribution...

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. The results indicated that short-pier shear wall is a type of coupled wall with strong piers and weak beams; the beams yield earlier than piers, and moreover, the material capacity of the coupling beams may be fully used because of the internal stress redistribution in the beams after their yielding. Therefore, the short pier shear wall structures have well ductility and ability of energy dispassion. 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.

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。试验结果表明,短肢剪力墙是一种强肢弱梁型的联肢墙,连梁的屈服先于墙肢的屈服,且连梁屈服后,由于内力重分布的作用,使材料的性能得到充分的发挥。短肢剪力墙结构具有较好的延性和耗能能力。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。

This paper analyzes the destroy modality and the stiffness failing of 2 R.C.short-pier shear walls specimens under laterally reversed low cyclic loading.The elastic top horizontal displacement and the bearing capacity are also theoretically analyzed and compared with results obtained in experiments to validate the correctness of the theoretical analysis.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...

This paper analyzes the destroy modality and the stiffness failing of 2 R.C.short-pier shear walls specimens under laterally reversed low cyclic loading.The elastic top horizontal displacement and the bearing capacity are also theoretically analyzed and compared with results obtained in experiments to validate the correctness of the theoretical analysis.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.

分析了两榀钢筋混凝土短肢剪力墙试件在低周反复水平荷载作用下的破坏形态和刚度衰减,对其顶点弹性水平位移和承载力进行了理论分析,并与试验结果对照验证理论分析的正确性。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。

The equations of the lateral deflection curve of the short pier shear wall under a lateral concentrated load at any level are derived by employing a continuous approach. Lateral flexibility matrixes for the dynamic analysis are also obtained by repeatedly calculating the lateral unit load on the wall at each level where a lumped mass located. Dynamic analyses are implemented for short pier shear walls with different parameters, called the integrative coefficient and the pier strength coefficient...

The equations of the lateral deflection curve of the short pier shear wall under a lateral concentrated load at any level are derived by employing a continuous approach. Lateral flexibility matrixes for the dynamic analysis are also obtained by repeatedly calculating the lateral unit load on the wall at each level where a lumped mass located. Dynamic analyses are implemented for short pier shear walls with different parameters, called the integrative coefficient and the pier strength coefficient related to the dimensions of walls. The influences of two coefficients on the dynamic performances of the structure are studied. 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. 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.

采用连续化方法导出了短肢剪力墙结构在任意高度侧向集中荷载的作用下的侧移曲线方程,由此得到该结构的抗侧移柔度系数,进而得出结构的抗侧移刚度矩阵。应用抗侧移刚度矩阵对各种整体性系数和肢强系数的短肢剪力墙结构进行了动力特性分析,研究其对结构动力特性的影响。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;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。

 
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