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STABILITY OF A SHELTER TOWER AT EXERTION OF TSUNAMI

机译:海啸时避难所塔的稳定性

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摘要

To save lives of residents in affected coastal areas from the tsunami, the shelter tower is newly designed, and it begins to be constructed by the Japanese local governments. The hydraulic experiment is performed to check the stability of the shelter tower at exertion of tsunami. It is confirmed that if there are no debris, tower is enough stable because the tsunami force is smaller than the shear strength of the column connections. On the other hand, if the force is increased by debris, overturning moment becomes much larger than the resistant moment by the tower weight without considering the pullout resistance force of the columns. Presuming the tsunami force which acted on the land structure such as the tsunami shelter became possible by using the newly derived tsunami velocity equation and the estimated drag coefficient.
机译:为了从海啸中挽救受灾沿海地区的居民,新设计了避难塔,并由日本地方政府开始建造。进行了水力实验,以检查在发生海啸时避难所塔的稳定性。可以确定的是,如果没有碎屑,由于海啸力小于柱接头的抗剪强度,因此塔架足够稳定。另一方面,如果通过碎屑增加力,则不考虑塔柱的拉拔阻力,倾覆力矩将比塔架重量导致的抵抗力矩大得多。通过使用新推导的海啸速度方程和估计的阻力系数,可以推测作用在海啸避难所等土地结构上的海啸力量。

著录项

  • 来源
    《Asian and Pacific Coasts 2007》|2007年|1-12|共12页
  • 会议地点 Nanjing(CN)
  • 作者

    Zuo Jihong; rnZhou Liangjin;

  • 作者单位

    Tomohiro Yasuda@Prevention Research Institute, Kyoto University, Gokasho, Uji, Kyoto 611-0011, Japan--Tomotsuka Takayama@Institute of Technology for Disaster Management, Coastal Development Institute of Technology,3-16, Hayabusa-cho, Chiyoda-ku, Tokyo 102-0092, Japan--Hajime Mase@Prevention Research Institute, Kyoto University, Gokasho, Uji, Kyoto 611-0011,Japan--Shigeru Takeuchi@Fujiwara Industry Co., Ltd., 1-4-5, Sakaigawa, Nishi-ku, Osaka 550-0024, Japan--;

  • 会议组织
  • 原文格式 PDF
  • 正文语种
  • 中图分类 海洋工程;
  • 关键词

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