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- W2361819734 abstract "Adopting large mass method and considering different site conditions and rise-span ratios,this paper made time-history analysis of the 70 m single layer and 100 m double layer spherical shells under the horizontal seismic loads,probability density functions of the structural maximum displacement probability have been used to judge and summarize the failure modes of spherical shells." @default.
- W2361819734 created "2016-06-24" @default.
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- W2361819734 date "2010-01-01" @default.
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- W2361819734 title "Failure modes analysis of spherical shells under strong earthquake" @default.
- W2361819734 hasPublicationYear "2010" @default.
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