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首页> 外文期刊>E3S Web of Conferences >Evaluation of seismic capacity on the building law Faculty Tadulako University due to Palu earthquake 2018
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Evaluation of seismic capacity on the building law Faculty Tadulako University due to Palu earthquake 2018

机译：2018年Palu地震因普鲁地震造成法教学大学建设法教学大学的地震能力评价

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摘要

Indonesia is located in a high level of the earthquake risk area. According to USGS data, from December 2004 to October 2009, more than ten large earthquakes occurred and exceeded 5.0 Scale Richter in magnitude. Recently, the major earthquake occurred on September 28, 2018, in Palu City, Central Sulawesi, with 7.4 on the Scale Richter in magnitude and triggered a lot of building damaged. In this study, the seismic capacity of a 3-story reinforced concrete building, which collapsed due to a large earthquake in the city of Palu, was evaluated. The Standard for Seismic Evaluation of Existing Reinforced Concrete Buildings, 2001 from Japan, was used to evaluate the seismic capacity of reinforced concrete. In this analysis only reviews the column structure elements. However, the brick wall elements are considered to determine net column height. The analysis has been done only for the first floor, where there is the maximum shear force on the structure. Seismic capacity is determined by the relationship between the lateral strength and the ductility index. The obtained results of the seismic capacity analysis showed that the total strength index value of the building was 0.307 for the north to south and 0.455. The seismic capacity of this building is compared with the seismic capacity of a reinforced concrete building that survived due to a large earthquake with 7.6 on the Scale Richter in West Sumatra in September 2009. The obtained results show that the strength index value of this building is smaller than that of a building that could survive the 2009 West Sumatra earthquake.
机译：印度尼西亚位于大地震风险区域的高水平。根据USGS数据，从2004年12月到2009年10月，超过十大地震发生并突出5.0尺寸的石灰。最近，主要地震发生在2018年9月28日，位于苏拉威西中部帕卢市，在规模里勒特7.4幅度，并引发了大量的建筑损坏。在这项研究中，评估了由Palu市大地震因普鲁的大地震而塌陷的3层钢筋混凝土建筑的地震能力。 2001年从日本的现有钢筋混凝土建筑物地震评价标准用于评估钢筋混凝土的地震能力。在此分析中，仅审查列结构元素。然而，砖墙元件被认为是确定净柱高度。该分析仅为一楼进行，其中结构上有最大剪切力。地震能力由横向强度与延展性指数之间的关系决定。所获得的地震能力分析结果表明，南北建筑物的总强度指数值为0.307，0.455。该建筑的地震能力与钢筋混凝土建筑的地震能力进行了比较，这些建筑物的抗震能力由于大地震而幸存下来，2009年9月在西苏门答腊队的规模Richter上幸存下来。该建筑物的实力指数价值是如此小于2009年西苏门答腊地震的建筑物的建筑物。

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