Analisis Kinerja Struktur Gedung IGD Terpadu K.R.M.T Wongsonegoro Kota Semarang

Talitha Zhafira, Ilham Salman Ariq, Deva Eryan Sugya Mawada, Trias Widorini
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Abstract

According to its geographic location, Indonesia is part of a region prone to earthquakes, as it is situated at the convergence of three tectonic plates: Eurasian, Pacific, and Indo-Australian. These plates can collide at any time, resulting in tectonic earthquakes. Due to the occurrence of earthquakes inIndonesia, there are significant losses to buildings. Therefore, the developmentof earthquake analysis on structures is necessary. Spectrum response analysisis one of the methods used in this report, analyzing the relationship betweenthe structural period of buildings and the acceleration values experiencedduring earthquakes.This study focuses on the Integrated Emergency Room Building of K.R.M.TWongsonegoro Semarang, aiming to determine the building's safety level under seismic loads according to the Indonesian Earthquake Resilience Design Standard 1726;2019. The analysis includes base shear, displacement, and story drift values using the ETABS V.20 software. The analysis results indicate that the Integrated Emergency Room Building of K.R.M.T Wongsonegoro Semarang is considered safe, with a dynamic spectrum response base shear exceeding 100% of the static earthquake. The maximum displacement values obtained are 15.87 mm in the X direction and 19.08 mm in the Y direction, while the maximum story drift values are 21.64 mm in the X direction and25.24 mm in the Y direction, ensuring the building's safety against ultimate limit performance (0.02h).
三宝垄市 K.R.M.T Wongsonegoro 综合急诊室大楼结构性能分析
根据其地理位置,印度尼西亚是地震多发区的一部分,因为它位于三个板块的交汇处:欧亚板块、太平洋板块和印澳板块。这些板块随时可能发生碰撞,从而引发构造地震。由于印尼地震频发,给建筑物造成了重大损失。因此,有必要对建筑物进行地震分析。本研究以三宝垄 K.R.M.TWongsonegoro 综合急诊室大楼为研究对象,旨在根据印度尼西亚抗震设计标准 1726;2019,确定该大楼在地震荷载作用下的安全等级。分析包括使用 ETABS V.20 软件计算基底剪力、位移和楼层漂移值。分析结果表明,三宝垄 K.R.M.T Wongsonegoro 综合急诊室大楼被认为是安全的,其动态频谱响应基底剪力超过静态地震的 100%。获得的最大位移值在 X 方向为 15.87 毫米,在 Y 方向为 19.08 毫米,而最大楼层漂移值在 X 方向为 21.64 毫米,在 Y 方向为 25.24 毫米,确保了建筑物在极限性能(0.02h)下的安全性。
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