根据激战SNI,日喀则6层酒店重新设计

Q1 Multidisciplinary
Vannysa Zian Mara Yogita, Endah Kanti Pangestuti
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引用次数: 0

摘要

日惹特区省是受自然地震影响的地区之一,因为它经过三个构造板块交汇点,即印澳板块、欧亚板块和太平洋板块。结果,周围的高层建筑遭到破坏。这座位于日惹的6层酒店建筑于2019年开业,参考了地震SNI。该建筑的规划将基于SNI 1726:2019《建筑和非建筑结构抗震规划程序》和SNI 2847:2019《建筑和非建筑结构结构混凝土要求》,使用Etabs v.20.0软件进行设计。重新设计过程后,SNI 1726: 2019第6.4条中的谱响应图发生了变化,SNI 1726: 2019第7.9.1和7.9.2.5.2条中等效静力地震控制的地震力响应谱的比例因子为2.182 m/ s2,且未出现水平间偏差。梁的尺寸有变化,梁和柱的纵向和横向配筋有变化,梁、柱和楼板的配筋间距有变化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
REDESAIN BANGUNAN TAHAN GEMPA HOTEL 6 LANTAI DI WILAYAH YOGYAKARTA BERDASARKAN SNI GEMPA 1726:2019
The Province of the Special Region of Yogyakarta is one of the parts affected by the natural earthquake due to being passed by three tectonic plate meeting points, namely the Indo-Australian Plate, the Eurasian Plate, and the Pacific Plate. As a result, the surrounding high-rise buildings were damaged. The 6-storey hotel building in Yogyakarta was opened in 2019 referring to the earthquake SNI. The plan for this building will be designed based on SNI 1726:2019 concerning Procedures for Planning Earthquake Resistance for Building and Non-Building Structures and SNI 2847:2019 Requirements for Structural Concrete for Buildings and Non-Building Structures using Etabs v.20.0 software. After the redesign process was carried out, it resulted in changes to the spectrum response graph in SNI 1726: 2019 article 6.4, the seismic force response spectrum controlled by an equivalent static earthquake in SNI 1726: 2019 article 7.9.1 and article 7.9.2.5.2 resulted in a scale factor of 2.182 m/ s2 and do not experience deviations between levels. There are changes in the dimensions of the beams, changes in the longitudinal and transverse reinforcement in the beams and columns, and there are changes in the spacing of the reinforcement in the beams, columns, and floor slabs.
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来源期刊
Citizen Science Theory and Practice
Citizen Science Theory and Practice Multidisciplinary-Multidisciplinary
CiteScore
4.70
自引率
0.00%
发文量
25
审稿时长
45 weeks
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