NUMERICAL ANALYSIS OF THE SOIL-FOUNDATION-SUPPORTING PILE-HIGH-RISE BUILDING DYNAMIC INTERACTION SYSTEM

机译：桩基-高危建筑动力相互作用系统的数值分析

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Based on the finite element analysis program ANSYS, the soil-foundation-supporting pile-superstructure dynamic interaction system was analyzed in this report. It was found out that the existing of supporting piles affects the aseismic behavior of high-rise building. Commonly used equivalent linearity model is chosen as constitutive relation of soil. Viscous boundary of soil is implemented in ANSYS program. The parameter study includes the length and rigidity of the supporting piles, the various rigidity of superstructure and the foundation type.

机译：本报告基于有限元分析程序ANSYS，对地基支撑桩-上部结构动力相互作用系统进行了分析。结果发现，支撑桩的存在会影响高层建筑的抗震性能。选择常用的等效线性模型作为土的本构关系。土壤的粘性边界在ANSYS程序中实现。参数研究包括支撑桩的长度和刚度，上部结构的各种刚度以及基础类型。

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《International Conference on Tall Buildings; Mini Symposium on Sustainable Cities; Mini Symposium on Planning, Design and Socio-Economic Aspects of Tall Residential Living Environment; 20051206-08; Hong Kong(CN)》|2005年|P.291-301|共11页
会议地点 Hong Kong(CN)
作者
PEIZHEN LI; XILIN LU; HONGMEI ZHANG; YUEQING CHEN;
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作者单位

State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China;

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原文格式 PDF
正文语种 eng
中图分类高层建筑;
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入库时间 2022-08-26 14:20:37

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4. NUMERICAL ANALYSIS OF THE SOIL-FOUNDATION-SUPPORTING PILE-HIGH-RISE BUILDING DYNAMIC INTERACTION SYSTEM [C] . PEIZHEN LI, XILIN LU, HONGMEI ZHANG, International Conference on Tall Buildings . 2005

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机译：约束动力系统的数值分析，应用于固体的动态接触，非线性弹性动力学和流固耦合

NUMERICAL ANALYSIS OF THE SOIL-FOUNDATION-SUPPORTING PILE-HIGH-RISE BUILDING DYNAMIC INTERACTION SYSTEM

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