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李咸亨, 吴志明, 罗胜元, 林熹麟. 台北盆地地盘震动反应分析探讨[J]. 岩土工程学报, 2002, 24(2): 154-158.
引用本文: 李咸亨, 吴志明, 罗胜元, 林熹麟. 台北盆地地盘震动反应分析探讨[J]. 岩土工程学报, 2002, 24(2): 154-158.
Shannon H. Lee, Chih Ming Wu, Shen Yuan Lou, His Lin Lin. The seismic ground response of Taipei basin[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 154-158.
Citation: Shannon H. Lee, Chih Ming Wu, Shen Yuan Lou, His Lin Lin. The seismic ground response of Taipei basin[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 154-158.

台北盆地地盘震动反应分析探讨

The seismic ground response of Taipei basin

  • 摘要: 以实际地震案例和相关文献建构之Lee曲线 ,探讨台北盆地之地盘震动特性。研究显示 ,最新建筑技术规则指定之台北盆地岩盘最大地表加速度 0 .2 3g会在盆地内平原地区之不同地点造成最大加速度有 2 .9倍以上之差异性 ,故有订定盆地平原地区震度微区图的必要性 ,以作为都市防灾规划和建筑结构设计之参考

     

    Abstract: Some seismic ground response records were used to testify the Lee curve recommended by the related paper. The conclusion is that the acceleration responses of ground surface in different locations of Taipei basin will be different up to 2.9 times, based upon the seismic acceleration of 0.23g designated by the new construction code. It is therefore recommended necessarily to investigate the seismic microzonation map of Taipei basin for the city plan of seismic disaster mitigation and seismic resistant structure design.

     

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