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- W2358221807 abstract "In this paper, numerical simulation of the earthquake response for double and single tower high-rise building with pile-multistoried basement on deep soft sites were analyzed by 2-dimension finite element. The influence of SSI on their earthquake response was discussed. The results show that there are great difference between the earthquake responses of double and single tower high-rise buildings, this related to the input ground motion and sites. In general, compared with single tower high-rise building, the absolute acceleration response of double-tower high-rise building is much smaller, but when the of peak value of input acceleration time-history is small, the absolute acceleration response of double-tower high-rise building may be larger for some floors. As for the earthquake response of relative displacement, the response of double tower high-rise building is smaller than that of single tower high-rise building except for several floors. Still, this paper discussed the influence of connections between the two towers, the results show that the setting height and stiffness of connections have great effect on the earthquake response of high-rise building with two towers." @default.
- W2358221807 created "2016-06-24" @default.
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- W2358221807 date "2004-01-01" @default.
- W2358221807 modified "2023-09-24" @default.
- W2358221807 title "Numerical simulation of the earthquake response for double tower high-rise building with pile-multistoried basements on deep soft sites" @default.
- W2358221807 hasPublicationYear "2004" @default.
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