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- W2384681902 abstract "Based on a case study of the 388-meter-high Henan TV tower under construction,both conventional earthquake time-history response analysis and rare earthquake nonlinear time-history analysis of the structure are made to assess the seismic behaviour of this TV tower such as weak spot and weak degree.At the same time,a comparative study is conducted on the elastic stage dynamic behaviour and the nonlinear dynamic behaviour during elastic-plastic phrase on the basis of two different structural models to undertand different seismic behaviour of rigidly jointed model and hinged model.The results show that both the structural models can meet the requirements of no-damage under light earthquake,repairable under medium earthquake,and no-collapse under strong earthquake,and the whole earthquake resistant behaviour of rigidly jointed model is a little better than that of hinged model." @default.
- W2384681902 created "2016-06-24" @default.
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- W2384681902 date "2007-01-01" @default.
- W2384681902 modified "2023-09-28" @default.
- W2384681902 title "Earthquake Resistant Behavior of Super High-Rising Steel Tower" @default.
- W2384681902 hasPublicationYear "2007" @default.
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