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Seismic load estimates of distant subduction earthquakes affecting Singapore

机译:影响新加坡的远距离俯冲地震的地震荷载估计

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This paper introduces the use of a simple stochastic model for predicting elastic response spectra of 5% damping for structures founded on rock sites in Singapore based on earthquake scenarios of moment magnitude M_w =9-9.5 generated from the Sunda-Arc subduction source at a closest distance of 600 km. Structures founded directly on rock are predicted to be subject to low response spectral accelerations of up to 1.3% gravitational acceleration. The maximum velocity demand on a structure is estimated to be in the order of 50 mm/s. The drift demand on a structure is estimated to be generally low but can be up to some 80 mm on single-degree-of-freedom systems possessing a high natural period of 10 s. Evidence of significant drift demand amplification on flexible soil sites due to the phenomenon of resonance is also presented. The long period ground shaking, when amplified, can be potentially hazardous to certain vulnerable structures such as buildings with a soft-storey and precast beams resting on supports of limited width. The stochastic model was originally developed by the authors based on observations from the magnitude 8 event of 4 June 2000 generated by the Sunda Arc subduction source as reported in an earlier publication by Balendra and others in this journal in 2002. Response spectra simulated by the same model based on the same set of parameters were found to be very consistent with those recorded in Singapore from the M9.3 Aceh earthquake of 26 December 2004, the M8.6 Nias earthquake of 28 March 2005 and the M8.4 earthquake of 12 September 2007 in southern Sumatra. In summary, response spectra generated by these major events in recent times could be simulated by the same model. The scale of events observed on this subduction source and the exceptionally long distance of wave travel (to Singapore) considered in this study are of a unique category. Developing an attenuation model by regressing recorded data is not a viable approach given the scarcity of data recorded from such events and hence stochastic modelling was used.
机译:本文介绍了一个简单的随机模型,该模型用于基于新加坡的岩石场地上最近发生的震级M_w = 9-9.5的地震情景,预测新加坡岩石场地上结构的5%阻尼的弹性响应谱。距离600公里。预计直接建立在岩石上的结构将受到低响应频谱加速度的影响,重力加速度最高可达1.3%。对结构的最大速度需求估计约为50 mm / s。估计对结构的漂移需求通常较低,但在具有10 s的高自然周期的单自由度系统上,漂移需求可能高达80 mm。还提出了由于共振现象而在柔性土壤场地上明显增加漂移需求的证据。长时间的地面震动在放大时可能会对某些脆弱的结构(例如,软层建筑和预制梁搁在有限宽度的支撑架上的建筑物)造成危险。随机模型最初是由作者根据Sunda Arc俯冲源在2000年6月4日发生的8级事件的观测结果开发的,该观测结果由Balendra等人在较早的出版物中发表于2002年。发现基于相同参数集的模型与2004年12月26日亚齐M9.3地震,2005年3月28日尼亚斯M8.6地震和9月12日M8.4地震在新加坡记录的模型非常一致。 2007年在苏门答腊南部。总之,可以使用同一模型来模拟最近由这些主要事件生成的响应谱。在这项研究中,在该俯冲源上观测到的事件规模以及极长的波传播(到新加坡)都属于独特的类别。鉴于从此类事件记录的数据稀缺,因此通过回归记录的数据来开发衰减模型并不是可行的方法,因此使用了随机建模。

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