CALCULATION OF EARTHQUAKE RESISTANT STRUCTURE OF MEDICAL CENTER BUILDING RUMAH SAKIT UMUM DAERAH (RSUD) SOEDARSO PONTIANAK USING PUSHOVER ANALYSIS

Tansetiadi Sutiono, Gatot Setya Budi, Herwani Herwani
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Abstract

Hospitals are essential in providing health services and must withstand the forces that may occur, even due to an earthquake. RSUD Soedarso is a hospital in Pontianak City that has been around for a long time. However, because it is already quite old, various problems must be addressed. The step taken by the government is to build a new building, namely the Medical Centre and Inpatient Building.The purpose of writing this final project is to evaluate the performance of the earthquake-resistant structure of the Soedarso Hospital Medical Centre building using the pushover analysis method. This method analyses the inelastic behaviour of the system due to the earthquake, where the result is a curve of the relationship between the shear force and the displacement of the roof that occurs. The guidelines for pushover rules used are based on the provisions of ATC-40 and FEMA 356. Further research was carried out on the dilation between the Medical Centre Building and the IRNA Building.The results are that both buildings are still in elastic condition when the performance point is reached. Based on ATC-40 and FEMA 356, the building is classified as in the Immediate Occupancy (IO) performance level, regarding drift ratio and from plastic hinges that occur in column and beam elements. Then the dilatation that arises due to pushover is smaller than the design dilation of 150 mm. Both buildings are protected from potential collisions, which is a relief.
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用推覆分析法对蓬帝那克医疗中心大楼抗震结构进行计算
医院在提供保健服务方面至关重要,必须承受可能发生的力量,即使是由于地震。RSUD Soedarso是Pontianak市的一家医院,已经存在很长时间了。然而,由于它已经相当老了,所以必须解决各种问题。政府采取的步骤是建造一座新楼,即医疗中心和住院楼。撰写这个期末项目的目的是使用推覆分析法来评估Soedarso医院医疗中心大楼的抗震结构性能。该方法分析了系统在地震作用下的非弹性行为,其结果是剪力与屋顶位移之间关系的曲线。使用的推覆规则指南基于ATC-40和FEMA 356的规定。对医疗中心大楼和IRNA大楼之间的扩建进行了进一步的研究。结果表明,当达到性能点时,两幢建筑仍处于弹性状态。根据ATC-40和FEMA 356,该建筑被归类为即时占用(IO)性能水平,涉及漂移比和柱和梁单元中的塑料铰链。此时,由推覆引起的膨胀小于设计膨胀150mm。这两座建筑都避免了潜在的碰撞,这让人松了一口气。
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