陈文钦. 筒体 框架结构在侧向荷载作用下的受力性能[J]. 工程力学, 1987, 4(4): 113-122.
引用本文: 陈文钦. 筒体 框架结构在侧向荷载作用下的受力性能[J]. 工程力学, 1987, 4(4): 113-122.
Chen Wenqin. THE CHARACTERISTICS OF CORE TUBE-RIGID FRAME STRUCTURES STUBJECTED TO LATERAL LOADS[J]. Engineering Mechanics, 1987, 4(4): 113-122.
Citation: Chen Wenqin. THE CHARACTERISTICS OF CORE TUBE-RIGID FRAME STRUCTURES STUBJECTED TO LATERAL LOADS[J]. Engineering Mechanics, 1987, 4(4): 113-122.

筒体 框架结构在侧向荷载作用下的受力性能

THE CHARACTERISTICS OF CORE TUBE-RIGID FRAME STRUCTURES STUBJECTED TO LATERAL LOADS

  • 摘要: 通过一幢43层主楼和一幢27层辅楼的模型试验,研究了简体,框架结构在侧向荷载作用下的受力性能、变形特点、动力特性、力学模式以及计算结果分析,认为这种形式的结构可以简化成为等代的平面结构体系求解,最后对辅楼和主楼楼板自身平面内的变形对主楼性能的影响也进行了研究。

     

    Abstract: By using the results of the model tests of a 43-storeyed main building and a 27-storeyed auxiliary building, the behavior, the defor mation property,the dynanmic property,the computing,and the analysis of the computed results of the core tube-rigid frome structures subjected to lateral loads are discussed tn this paper It is assumed that this type of space structure may be replaced by an equivalent plane structure sqstem in the analysis. Finally, the subsidiary building and the deformation of the main building floor slabs in their own plane which will have an effect on the behavior of the main building are also discussed in this paper.

     

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