高度和平面对考虑风-土-结构相互作用的结构顺风响应的影响

IF 1 Q4 ENGINEERING, CIVIL
B. Shirkhanghah, H. E. Kalehsar
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引用次数: 2

摘要

摘要本研究的目的是评估横截面和长细比对粗糙土上建造的高层建筑动力响应的影响。本文利用ABAQUS软件对高层建筑的风和土效应进行了数值模拟。通过计算流体动力学(CFD)和计算结构动力学(CSD)对建筑模型的风致振动进行了研究。对于从流体到结构域的载荷传递,可以接受联合模拟。土壤系统的力学响应采用直接法建模。还考虑了用于地下单元之间的滑动和分离建模的合适的接触单元。最后,根据均方根值和均方根值将流体和结构响应与大范围降低速度的实验室结果进行了比较。得出的结论是,建筑物的高度和横截面会影响建筑物的振动响应,因此设计师必须仔细考虑这些因素,以确保设计的安全性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Effects of Height and Plan on the Along-Wind Response of Structures Considering Wind-Soil-Structure Interaction
Abstract The purpose of this study is to assess the effects of cross-section and slenderness on the dynamic response of high-rise buildings constructed on the coarse soil. In this work, the simulation of the wind and soil effects on the high-rise buildings are done numerically using the ABAQUS software. The wind-induced vibration of the building models is studied through Computational Fluid Dynamics (CFD) and Computational Structural Dynamics (CSD). Co-simulation is accepted for the transfer of loads from the fluid to the structural domain. The mechanical response of the soil system is modeled using direct method. Suitable contact elements for slippage and separation modeling between subsurface elements are also considered. Finally, fluid and structural responses are compared in terms of mean and root mean square values with laboratory results on the wide range of reduced velocities. It is concluded that height and cross-section of building affect the vibrational response of the building, and therefore the designer must carefully consider these factors in order to ensure that the design is safe.
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来源期刊
自引率
9.10%
发文量
18
审稿时长
12 weeks
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