The Effect of Soil-Structure Interaction (SSI) on Structural Stability and Sustainability of RC Structures

Ragi Krishnan, Vidhyalakshmi Sivakumar
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Abstract

The issue of SSI involves how the ground or soil reacts to a building built on top of it. Both the character of the structure and the nature of the soil have an impact on the stresses that exist between them, which in turn affects how the structure and soil beneath it move. The issue is crucial, particularly in earthquake regions. The interaction between soil and structure is an extremely intriguing factor in increasing or reducing structural damage or movement. Structures sitting on deformable soil as opposed to strong soil will experience an increase in static settlement and a decrease in seismic harm. The engineer must take into account that the soil liquefaction problem occurs for soft ground in seismic areas. A reinforced concrete wall-frame dual framework's dynamic reaction to SSI has not been sufficiently studied and is infrequently taken into consideration in engineering practice. The structures’ seismic performance when SSI effects are taken into account is still unknown, and there are still some misconceptions about the SSI idea, especially regarding RC wall-frame dual systems. The simulation study of the soil beneath the foundations significantly impacts the framework's frequency response and dynamic properties. Therefore, the overall significance of SSI in the structural aspect and sustainability aspects will be reviewed in this research.
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土-结构相互作用(SSI)对钢筋混凝土结构稳定性和可持续性的影响
SSI 问题涉及地面或土壤对建在其上的建筑物的反应。结构的特性和土壤的性质都会对它们之间存在的应力产生影响,进而影响结构和其下的土壤如何移动。这个问题至关重要,尤其是在地震地区。土壤与结构之间的相互作用是增加或减少结构损坏或移动的一个极其重要的因素。与坚固的土壤相比,位于易变形土壤上的结构会增加静态沉降,减少地震危害。工程师必须考虑到地震区的软土地基会出现土壤液化问题。钢筋混凝土墙体框架双层结构对 SSI 的动力反应尚未得到充分研究,在工程实践中也很少得到考虑。考虑到 SSI 影响时结构的抗震性能仍是未知数,人们对 SSI 的概念仍存在一些误解,尤其是在钢筋混凝土墙框双系统方面。地基下土壤的模拟研究对框架的频率响应和动态特性有重大影响。因此,本研究将对 SSI 在结构和可持续性方面的整体意义进行审查。
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