首页> 外文会议>International Conference on Geotechnical and Highway Engineering >DEVELOPMENT OF PROBABILISTIC, DETERMINISTIC AND MAXIMUM CONSIDERED EARTHQUAKE MAPS FOR DESIGN OF EARTHQUAKE RESISTANCE INFRASTRUCTURES IN INDONESIA
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DEVELOPMENT OF PROBABILISTIC, DETERMINISTIC AND MAXIMUM CONSIDERED EARTHQUAKE MAPS FOR DESIGN OF EARTHQUAKE RESISTANCE INFRASTRUCTURES IN INDONESIA

机译:开发概率,确定性和最大考虑的地震图,用于印度尼西亚地震阻力基础设施的设计

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Indonesia has been well known as one of the most seismically active countries in the world. It is surrounded by three major active tectonic plates of the earth: Eurasian, Indo-Australian, and Philippine plates. The most effective way to reduce disasters caused by earthquakes is to estimate the seismic hazard and to implement this information on a seismic code for use in infrastructure design and construction so that the infrastructures possess adequate earthquake resistant capacity. Several great earthquake occurrences in Indonesia in the last six years inquire revision of seismic hazard parameters. The need to revise current Indonesian Seismic Hazard Map expressed as PGA contained in our latest Indonesian Earthquake Resistant Building Code SNI 03-1726-2002 was driven among others by the desire to better reflect potential larger earthquake disasters faced by the nation predictably in the future. Two major expected revisions are the earthquake hazard map, to reflect the latest advancement in Seismic Hazard Analysis technology accounting for potential larger disasters predicted in the near future, and changing the provision from UBC-97 concept to the latest IBC-2009 and ASCE 7-2010 provisions. The Department of Public Works then established Team for Revision of Seismic Hazard Maps of Indonesia 2010. This team has worked to develope probabilistic, deterministic, Maximum Considered Earthquake (MCE), and Risk-targeted Maximu Considered Earthquake (MCER) maps of Indonesia. The maps were developed based on probabilistic and deterministic approaches by using three-dimensional seismic source models and by considering latest geological and seismological data and fragility curves of buildings. The works were performed using this following procedure: 1) conducting literature review on geology, geophysics and seismology to identify activity of seismic sources in and around Indonesian region, 2) collecting and processing recorded earthquake data for entire Indonesian region, 3) modeling seismic source zones based on the advance models appropriate with USGS software, 4) determining seismic parameters which include a-b values, maximum magnitudes, and slip-rates, 5) calculating spectral acceleration based on probabilistic and deterministic theorems, 6) mapping MCE and MCER. Seismic parameters used in this study were derived from published journals, proceedings, previous researches conducted by team members, and latest information obtained during this study. This study has then compiled and integrated previous and current studies. Earthquake source parameters were determined based on earthquake catalog, geological, and seismological information of active faults. The earthquake catalog covered earthquake period between 1900 to 2009, relocated catalog by the year 2005, and area between 90°E to 145°E longitudes and 15°S to 15°N latitudes. Seismic sources were devided into subduction, fault, and background zones by considering recurrence relationship that includes truncated exponential model, pure characteristic model, and both models. Geometry of fault and subduction were represented by three-dimensional (3D) models based on the result of tomography and slip-rates of faults were determined by considering the results of GPS measurement. Background source zones were modeled using gridded seismicity based on spatially smoothed earthquake rates. The earthquake catalog was used for developing gridded seismicity starting from 1900 to 2009 and the updated Engdahl catalog up to 2009 was used for control geometry of subduction.
机译:印度尼西亚已被众所周知是世界上最震荡活跃的国家之一。它被地球的三个主要活跃构造板包围:欧亚,印度澳大利亚和菲律宾板块。减少地震造成的灾害最有效的方法是估计地震危害,并在基础设施设计和施工中使用地震规范实施这些信息,以便基础设施具有充足的地震抗性能力。印度尼西亚的几种大地震发生在过去的六年中询问地震危险参数的修订。要求修改当前印度尼西亚地震危险地图所示作为我们最新印度尼西亚地震抗性建筑码SNI 03-1726-2002的PGA的危险地图,其中在未来更好地反映了该国家面临的潜在较大的地震灾害的愿望被驱动。两个主要的预期修订是地震危险地图,反映了地震危害分析技术的最新进步,核算在不久的将来预测的潜在更大的灾害,并将从UBC-97概念的规定转换为最新的IBC-2009和ASCE 7- 2010年规定。公共工程部随后建立了印度尼西亚地震危险地图的修订。该团队已经开放了概率,确定性,最大​​考虑的地震(MCE)以及被认为是印度尼西亚地震(MCER)地图的风险目标的Maximu。通过使用三维地震源模型以及考虑建筑物的最新地质和地震数据和脆弱性曲线,基于概率和确定性方法来开发地图。这些作品采用以下步骤进行:1)对地质,地球物理学和地震学进行文献综述,以确定印度尼西亚地区和周围地震源的活动,2)为整个印度尼西亚地区的整个印度尼西亚地区的收集和加工造型的地震数据,3)模拟地震来源基于USGS软件的提前模型的区域,4)确定地震参数,包括AB值,最大幅度和滑移率,5)基于概率和确定性定理,6)映射MCE和MCER的谱加速度计算光谱加速度。本研究中使用的地震参数来自发布的期刊,程序,以前的团队成员进行的研究,以及在本研究中获得的最新信息。然后,本研究已编制和综合之前和目前的研究。基于地震目录,地质和地震信息确定了地震源参数。地震目录涵盖了1900至2009年的地震期,2005年重新安置目录,90°E至145°E之间的面积和15°S至15°N纬度。通过考虑包括截短的指数模型,纯特征模型和两种模型的复发关系,地震源均倾向于俯冲,故障和背景区域。故障和俯冲的几何形状由三维(3D)模型基于基于断层扫描的结果和故障的滑移率来表示,通过考虑GPS测量结果来确定。背景技术基于空间平滑的地震速率,使用网格地震性进行建模。地震目录用于开发从1900年到2009年开始的网格上的地震性,最新的Engdahl目录最高可用于俯冲的控制几何形状。

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