地震法规 SNI 1726:2019 的修改对北苏门答腊店面房屋结构性能的影响

Mizanuddin Sitompul, Syiril Erwin, Palghe Tobing, Kusumadi, Fahrizal Zulkarnain
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引用次数: 0

摘要

建筑和非建筑结构抗震规划程序》(SNI 1726:2019)作为《建筑和非建筑结构抗震规划程序》(SNI 1726:2012)的修订版已获得批准。随着 SNI 1726:2019 的实施,应根据新法规重新评估现有建筑的安全性。本研究考察了 Sidikalang、Tarutung、Padangsidimpuan、Sei Rampah、Tebing Tinggi、Limapuluh 和 Lubuk Pakam 等城市店屋结构性能的变化。结果显示,从 SNI 1726:2012 到 SNI 1726:2019,Sidikalang、Sei Rampah、Tebing Tinggi、Limapuluh 和 Lubuk Pakam 等城市的基本剪力值分别增加了 32%、8%、11%、7% 和 10%。然而,在 Tarutung 市和 Padangsidimpuan 市,基本剪切力值分别下降了 3% 和 30%。基本剪力的增加与漂移和层间漂移的增加成正比。发生的层间漂移仍低于允许的层间漂移。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Influence of Changes to Earthquake Regulations SNI 1726:2019 on the Performance of Shop House Structures in North Sumatra
Procedures for planning earthquake resistance for building and non-building structures, SNI 1726:2019 have been approved as a revision of procedures for planning earthquake resistance for building and non-building structures, SNI 1726:2012. With the implementation of SNI 1726:2019, existing buildings should be re-evaluated for their safety against this new regulation. This research examines changes in the performance of shophouse structures in the cities of Sidikalang, Tarutung, Padangsidimpuan, Sei Rampah, Tebing Tinggi, Limapuluh, and Lubuk Pakam. The results show that as a result of the change from SNI 1726:2012 to SNI 1726:2019 there was an increase in the value of the base shear force in the cities of Sidikalang, Sei Rampah, Tebing Tinggi, Limapuluh, and Lubuk Pakam with values respectively 32%, 8%, 11%, 7 %, and 10%. However, in the cities of Tarutung and Padangsidimpuan there was a decrease in the basic shear force value of 3% and 30%. The increase in base shear force is directly proportional to the increase in drift and interstory drift. The interstory drift that occurs is still below the permitted interstory drift.
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