菲律宾低层和中层钢筋混凝土建筑地震危险地图的开发

Q3 Multidisciplinary
Royce Argel Mallari, L. Garciano, Henremagne Peñarubi
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引用次数: 0

摘要

菲律宾的地震危险图提供了频谱加速平均值,描述了该国地震引起的特定区域地面运动危险发生的概率。然而,其他国家已经从制定危险地图发展到制定针对风险的地图,其中包括关于建筑物倒塌可能性的信息。这是本研究旨在弥补的研究空白,因此,以马尼拉市为重点区域,为菲律宾开发了风险目标地面运动(RTGM)地图。地图将使用ASCE 7-16中建议的程序创建,以获得风险目标最大考虑地震(MCER)。概率MCE将使用从地震危险性和一般易损性曲线中获得的信息来创建,该曲线将代表最大考虑地震(MCE)事件期间建筑物的性能。在本研究中,地震危险性的计算采用了与菲律宾谱加速图(SAM PH)相同的程序、决策和经验公式。而一般的脆性曲线用对数正态标准差β为0.7的函数来描述。考虑到50年内倒塌概率为1%的风险水平,本研究提出了已开发的RTGM图。在结果分析中,由于建筑物对刚性土剖面的倒塌能力的影响,马尼拉大部分地区的概率MCE水平谱加速度小于MCE水平谱加速度。相反,在软土剖面中可以看到。但由于指向性因子的应用,最终的MCE值略大于MCE值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Development of Risk-targeted Seismic Hazard Maps for Low-rise and Mid-rise Reinforced Concrete Buildings in the Philippines
The seismic hazard maps of the Philippines provide spectral acceleration mean values that describe the probability of occurrence of area-specific ground motion hazards due to earthquakes in the country. However other countries have progressed from developing hazard maps to risk-targeted maps that include information on the probability of collapse of buildings. This is the research gap that this study aims to bridge and, thus, developed maps of risk-targeted ground motions (RTGM) for the Philippines using the City of Manila as the area of focus. The maps will be created using the procedure suggested in ASCE 7-16 in obtaining the risk-targeted maximum considered earthquake (MCER). The probabilistic MCER will be created using the information obtained from the seismic hazard and the generic fragility curve that will represent the performance of buildings during a maximum considered earthquake (MCE) event. In this study, the seismic hazards were obtained using the same procedure, decision-making, and empirical formula as the one used in developing the Spectral Acceleration Maps of the Philippines (SAM PH). While the generic fragility curve was described by a function with a lognormal standard deviation, β, of 0.7. With a considered risk level of 1% probability of collapse in 50 yr, the developed RTGM maps are presented in this study. In the analysis of results, the probabilistic MCER is lesser than the MCE level spectral accelerations in the majority of the area in Manila due to the influence of the building’s collapse capacity for stiff soil profiles. The opposite can be seen in softer soil profiles. However, the final MCER values are slightly larger than the MCE values due to the application of the directivity factors.
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来源期刊
Philippine Journal of Science
Philippine Journal of Science Multidisciplinary-Multidisciplinary
CiteScore
1.20
自引率
0.00%
发文量
55
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