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Interaction Analysis of Building Frame Supported on Pile Group

机译:群桩支撑建筑物框架的相互作用分析

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The framed structures are normally analyzed considering their bases to be either completely rigid or hinged. However, the foundation resting on deformable soil also undergoes deformation depending on the relative rigidities of the foundation, the superstructure and soil. Interactive analysis is, therefore, necessary for the correct assessment of the response of the superstructure. Such interactive analyses have been reported in many studies in the 1960's and 70's and in few studies in the recent past. While majority of these analyses report either interaction of frames with isolated footings or the interaction of frame with raft foundation, few of them report interaction of frame with combined footings. At the same time, much work is available on pile foundation (single as well as pile group). However, hardly any work has reported the analysis of framed structure resting on pile foundation, thus accounting for soil- structure interaction. Brief review of the literature on the prominent interaction analyses of framed structures and analyses of pile foundation is given in the subsequent sections.
机译:通常对框架结构进行分析,考虑其基础是完全刚性的还是铰接的。然而,依赖于基础,上部结构和土壤的相对刚度,搁置在可变形土壤上的基础也会发生变形。因此,交互式分析对于正确评估上部结构的响应是必要的。在1960年代和70年代的许多研究中以及最近的近期研究中都报道了这种交互式分析。尽管这些分析中的大多数报告了框架与孤立立足点的相互作用或框架与筏基的相互作用,但很少有人报告框架与立足点的相互作用。同时,在桩基础(单桩组和桩组)上可以进行大量工作。但是,几乎没有任何工作报道对桩基上的框架结构进行分析,从而说明了土-结构相互作用。在随后的章节中,简要回顾了框架结构的显着相互作用分析和桩基础的分析。

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