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- W2353458856 abstract "The bridge structures in earthquake regions should be designed with the seismic requirement,so the damage condition of bridge is associated with the standard it relies on.Followed the observation of bridge damage in Wenchuan earthquake,a comparative study,which put emphasis on seismic fortification criterion,seismic classification and calculation of response of bridge under earthquake in specifications of China,Japan,USA,Europe and New Zealand,was made.It is shown that(1) Multilevel seismic criteria and multiple structural classes are adopted in all the specifications of different countries.(2) The methods in different specifications for bridges with various seismic levels are different.The important factor which includes the influence of ductility of bridge elements is used in Chinese and US specifications,important factor is specified only in Eurocode and New Zealand manual,and ductility of bridge elements is stipulated only in Japanese specification.(3) For seismic calculation,the patterns of the response spectra are similar,but the considerations in site classification,strength reduction and effect of near-source ground motion for all the specifications are different." @default.
- W2353458856 created "2016-06-24" @default.
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- W2353458856 date "2010-01-01" @default.
- W2353458856 modified "2023-09-24" @default.
- W2353458856 title "Comparative Study on Bridge Seismic Design Approaches in Different Specifications Based on Survey of Disaster in Wenchuan Earthquake(1)——Seismic Fortification Criterion and Earthquake Response Calculation" @default.
- W2353458856 hasPublicationYear "2010" @default.
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