万隆县宜居房屋抗震标准的实施

Michael Sian Adrian Geoffrey Santoso, Anang Kristianto
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引用次数: 0

摘要

由公共工程和公共住房部住房总局组织的BSPS (Bantuan Stimulan Perumahan Swadaya)方案是作为提高自助住房质量的一种形式实施的方案。虽然简单,但这样的建筑需要足够的抗震能力。从加载屋盖开始的抗震计算结果得到活载为1.38 N,超恒载为0.75 N,恒载为132102.5 N。对环梁计算的进一步测试结果表明,环梁能够承受荷载为17191 kN,柱相互作用图表明柱能够承受荷载为252.6964 kN。地面谱反应试验结果表明,万隆区地震危险性高,属于ⅱ类危险期。x方向和y方向静电测试分别为270kg和260kg。x轴水平偏差0.0706500 mm, y轴水平偏差0.05575000 mm。这证明了这座房子的抗震性能。后续工作可按照施工过程中给出的标准进行。这座建筑抗震,但施工需要更仔细的监督。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Implementation of Livable House Standards for Earthquake Resistance in Bandung Regency
The BSPS (Bantuan Stimulan Perumahan Swadaya) program organized by the Directorate General of Housing of the Ministry of Public Works and Public Housing is a program implemented as a form of improving the quality of self-help housing. Although simple, building like this requires sufficient resistance to earthquakes. The results of the calculation of earthquake resistance that begins with loading the roof obtained a live load of 1.38 N, a super dead load of 0.75 N, and a dead load of 132102.5 N. Further testing on the calculation of ring beams results in ring beams being able to withstand a load of 1 .7191 kN with the help of the column interaction diagram states that the column is able to withstand a load of 252.6964 kN. The results of the ground spectrum response test show that Bandung district has a high earthquake risk and a class II risk period. Static power testing in the x and y directions is 270 kg and 260 kg. the level deviation on the x-axis is 0.0706500 mm and on the y-axis is 0.05575000 mm. This has proven the house to be resistant to earthquakes. Subsequent work can be in accordance with the standards given during the construction process. This building is resistant to earthquakes but the work requires more careful supervision.
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