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A Reasonable Liquefaction Countermeasure for a Large-Scale Existing Structure Grounded on Performance Based Design Concept

机译:基于性能设计理念的大型既有结构合理液化对策

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Early execution of liquefaction countermeasure for Yatomi pump facility, which scale is about 100m in width and 100m in length, and consists of two buildings and two cisterns, has been required because of an important facility as a lifeline supplying drinking water to next prefecture under the situation that occurrence of several big earthquakes, such as Tokai quake (M=8. 0), and/or Tonankai quake (M=7. 8), has been predicted in the near future in the closed area. The countermeasure, however, that prevents liquefaction, for large-scale existing structure is estimated hugely expensive, hence early execution of the countermeasure is too difficult. Therefore, a study on the reasonable (i. e. rational and economic) countermeasure grounded on ' Performance based design concept (PBD-con-cept) ', which is the minimum countermeasure that satisfies the seismic performance requirements of the facility, has been conducted. In this paper, a countermeasure using steel sheetpile wall with drainage as a reasonable liquefaction countermeasure based on PBD-concept as well as the seismic performance requirements of Yatomi pump facility are introduced.
机译:Yatomi泵设施的液化对策要早日实施,因为规模很大,因为命脉是向该县下一个县供水的重要设施,Yatomi泵设施的规模约为100m,长度为100m,由两座建筑物和两个蓄水池组成。预测在不久的将来在封闭区域内会发生几次大地震,例如东海地震(M = 8。0)和/或东南海地震(M = 7。8)。然而,由于大规模存在的结构,防止液化的对策估计非常昂贵,因此过早执行该对策太困难了。因此,已经进行了基于“基于性能的设计概念(PBD-概念)”的合理(即合理和经济)对策的研究,这是满足设施的抗震性能要求的最小对策。本文介绍了一种基于PBD概念的带排水钢板桩墙作为合理液化对策的对策,并介绍了Yatomi泵设备的抗震性能要求。

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