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Design of a Tsunami Vertical Evacuation Refuge Structure in Westport, Washington

机译:华盛顿州韦斯特波特的海啸垂直疏散避难所结构设计

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Once finished in early 2016, the Ocosta replacement elementary school in Westport, WA will be the first tsunami vertical evacuation structure in the country. Tsunami-resistant design for the building was performed using provisions which will be published in ASCE 7-16. A benchmarked site-specific inundation model was used for hazard characterization. The school structure was designed to resist hydrostatic, hydrodynamic, scour, and impact forces through various strategies. Pile foundations were designed to resist potential liquefaction at the site and provide residual gravity and lateral resistance with the upper 3.7 m of soil assumed to be scoured. Concrete shear walls were designed to resist seismic and inundation-related lateral forces and offer toughness and ductility to resist impact loads. Structural steel gravity columns were designed to resist expected impact loads and moment-resisting beam-column connections at the refuge level provide alternate-path progressive collapse resistance for unexpected impact forces.
机译:一旦在2016年初完工,位于华盛顿州韦斯特波特的Ocosta替代小学将成为该国第一座海啸垂直疏散机构。该建筑物的抗海啸设计是根据将在ASCE 7-16中发布的规定进行的。使用基准站点特定的淹没模型来进行危害特征描述。学校的结构旨在通过各种策略抵抗静水压力,水动力,冲刷和冲击力。桩基的设计旨在抵抗现场的潜在液化,并提供剩余重力和侧向阻力,假定上部3.7 m的土壤是经过冲刷的。混凝土剪力墙的设计可抵抗地震和淹没相关的侧向力,并具有韧性和延展性以抵抗冲击载荷。钢制结构重力柱的设计可抵抗预期的冲击载荷,避难层的抗弯梁-柱连接可为意外的冲击力提供交替路径的渐进式塌陷抵抗力。

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    《Structures congress》|2015年|1530-1537|共8页
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    Cale Ash;

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