何明胜, 姚谦峰, 黄炜, 李斌. 水平载荷作用下密肋复合墙体计算方法研究[J]. 力学与实践, 2008, 30(5): 32-36. DOI: 10.6052/1000-0992-2007-322
引用本文: 何明胜, 姚谦峰, 黄炜, 李斌. 水平载荷作用下密肋复合墙体计算方法研究[J]. 力学与实践, 2008, 30(5): 32-36. DOI: 10.6052/1000-0992-2007-322
CALCULATION METHOD OF MULTI-RIBBED COMPOSITE WALL STRUCTURE UNDER[J]. MECHANICS IN ENGINEERING, 2008, 30(5): 32-36. DOI: 10.6052/1000-0992-2007-322
Citation: CALCULATION METHOD OF MULTI-RIBBED COMPOSITE WALL STRUCTURE UNDER[J]. MECHANICS IN ENGINEERING, 2008, 30(5): 32-36. DOI: 10.6052/1000-0992-2007-322

水平载荷作用下密肋复合墙体计算方法研究

CALCULATION METHOD OF MULTI-RIBBED COMPOSITE WALL STRUCTURE UNDER

  • 摘要: 提出该结构体系在水平载荷作用下,可视为夹层复合构件,并提出了计算模型. 根据变形协调原理对其进行受力分析,建立了多层多跨密肋复合墙体结构横向位移及各组成构件承受剪力和弯矩表达式. 通过计算分析指出,各组件剪力分配只与各组件刚度及宽度比有关,内墙板上部分配剪力大于下部,边框反之;各组件局部弯矩系数随\lambda的增加而减小,其整体工作性能增强,当\lambda增加到一定数值时,其工作性能与悬壁构件类似.

     

    Abstract: Taking the structure system as a sandwich compositeelement, a calculation model is proposed, and the lateral displacement of thestructure, shearing force and bending moment of the componentsare obtained according to deformation compatibility. Thecalculation analysis shows that shear force distribution of components isonly related to with stiffness and width of components, and shear stressin upper internal composite slab is larger than that of lower slab;bending momentdistribution coefficient of components decreases as \lambda increases, and whole structure is strengthened, and when \lambda is enoughlarge, mechanical behavior of structure is similar to a cantilever member.

     

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