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DYNAMIC CHARACTERISTICS AND SEISMIC RESPONSE ANALYSIS OF MULTI-TOWER STRUCTURE CONNECTED WITH CIRCULAR CORRIDOR

机译:圆形走廊连接多塔结构的动力特性和地震反应分析

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摘要

Based on a practical project, a three-dimension FEM model is established to analyze the dynamic characteristics and seismic response of the Six-tower Connected Structure. The effects on the structure behavior due to the long span connections stiffness and two kinds of connecting method between the corridors and the towers are studied in this paper. The paper establishes a foundation for further researches.
机译:在一个实际项目的基础上,建立了三维有限元模型来分析六塔连接结构的动力特性和地震响应。研究了大跨度连接刚度以及楼道与塔架两种连接方式对结构性能的影响。本文为进一步的研究奠定了基础。

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