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A Simple Evaluation Method of Seismic Resistance of Residential House under Two Consecutive Severe Ground Motions with Intensity 7

机译:连续两次强烈地震动作用下住宅房屋抗震性能的简单估算方法7

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In the 2016 Kumamoto earthquake in Japan, two severe ground shakings with the seismic intensity 7 (the highest level in Japan Metheorological Agency (JMA) scale; approximately X-XII in Mercalli scale) occurred consecutively on April 14 and April 16. In the seismic regulations of most countries, it is usually prescribed that such severe earthquake ground motion occurs once in the working period of buildings. In this paper, a simple evaluation method is presented on the seismic resistance of residential houses under two consecutive severe ground motions with intensity 7. Therefore the proposed method can be used for the design of buildings under two consecutive severe ground motions. The present paper adopts an impulse as a representative of near-fault ground motion and two separated impulses are used as the repetition of intensive ground shakings with the seismic intensity 7. Two scenarios to building collapse (collapse limit in terms of zero restoring force with P-delta effect and collapse limit in terms of maximum deformation) under two repeated severe ground shakings are provided and energy consideration is devised for the response evaluation. The validity and accuracy of the proposed theories are discussed through numerical analysis using recorded ground motions.
机译:在2016年的日本熊本地震中,地震强度为7(日本气象厅(JMA)等级最高;在Mercalli等级约为X-XII)中发生了两次严重的地面震动,分别于4月14日和4月16日发生。在大多数国家/地区的法规中,通常规定这种严重的地震地震动在建筑物的工作期间内发生一次。本文提出了一种在强度为7的连续两次剧烈地震动下住宅房屋抗震性能的简单评估方法。因此,该方法可用于连续两次剧烈地震动下的房屋设计。本文采用脉冲作为近断层地震动的代表,并使用两个分开的脉冲作为地震烈度为7的强烈地面震动的重复。两种情况下的建筑物倒塌(以P为零恢复力的倒塌极限)提供了两次反复剧烈地面震动下的δ效应和最大变形的破坏极限,并设计了能量考虑因素用于响应评估。通过使用记录的地面运动进行数值分析,讨论了所提出理论的有效性和准确性。

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