用光谱反应方法对USM塔结构进行动态分析

Trias Widorini, N. Crista, Kukuh Wisnuaji Widiatmoko
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引用次数: 0

摘要

USM大厦共10层,总高度为48.5米,用作办公、停车和教育设施。需要对建在震区的建筑物进行抗震分析。本研究采用响应谱法进行动力分析,旨在根据SNI 1726:2012对结构进行评估。在本研究中回顾的是周期,基础剪切,漂移和建筑性能水平。分析结果表明,周期、基底剪切、位移和最大偏差均满足规定要求。根据ATC-40规定,USM塔的性能等级为立即占用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
ANALISIS DINAMIK STRUKTUR MENARA USM DENGAN METODE RESPONS SPEKTUM
The USM tower consists of 10 floors used as offices, parking and educational facilities with a total height of 48.5 m. Earthquake resistance analysis needs to be carried out on buildings built in earthquake areas. This study uses dynamic analysis with the response spectrum method, aiming to evaluate the structure according to SNI 1726:2012. What is reviewed in this study is the period, base shear, drift, and the level of building performance. The results of the analysis show that the period, base shear, drift and the maximum deviation meet the specified requirements. The USM Tower's performance level is Immediate Occupancy according to ATC-40 regulations.
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