钢框架结构在地震作用下的动力性能分析

建筑与工程前沿研究(英文) Pub Date : 2019-06-04 DOI:10.30564/FRAE.V2I2.829

Yuan Xiaojun, Yanmu Qu, Jinlong Liu, Wei Kailin, Zong Haifeng

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引用次数: 0

摘要

为了了解8度（0.3g）区域钢框架结构工程的动力特性，利用有限元分析软件ANSYS输入了人工波、塔夫脱波和埃尔森特罗波。结构的动力时程分析显示了结构在多发地震和罕遇地震作用下的动力性能。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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Dynamic Performance Analysis of Steel Frame Structure under Seismic Action

In order to find out the dynamic characteristics of a steel frame structure project in the 8 degree (0.3g) area, the artificial wave, Taft wave and El Centro wave were input by using the finite element analysis software ANSYS. The dynamic time-history analysis of the structure shows the dynamic performance of the structure under the frequent earthquakes and rare earthquakes.

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建筑与工程前沿研究(英文)

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