Effects of Concurrency of Temperature and Earthquake Loading on Cable-stayed Bridges, M.Sc. Thesis Sharif University of Technology ; Maleki, Shervin (Supervisor)
Abstract
Because of their aesthetic appeal, ease of erection, efficient utilization of structural materials, and other notable advantages, cable-stayed bridges have found wide applications all over the world in the last few decades. Bridges of this type have recently entered a new era with main spans exceeding a value of 1000 m.Like all other bridges, cable-stayed bridges are affected by different types of loadings such as dead, live, earthquake, shrinkage, creep and temperature loadings. But, because of large dimensions and high flexibility of cable-stayed bridges, earthquake and temperature loadings would be extremely affective. But design codes such as AASHTO LRFD, EURO Code neglect the...
Cataloging briefEffects of Concurrency of Temperature and Earthquake Loading on Cable-stayed Bridges, M.Sc. Thesis Sharif University of Technology ; Maleki, Shervin (Supervisor)
Abstract
Because of their aesthetic appeal, ease of erection, efficient utilization of structural materials, and other notable advantages, cable-stayed bridges have found wide applications all over the world in the last few decades. Bridges of this type have recently entered a new era with main spans exceeding a value of 1000 m.Like all other bridges, cable-stayed bridges are affected by different types of loadings such as dead, live, earthquake, shrinkage, creep and temperature loadings. But, because of large dimensions and high flexibility of cable-stayed bridges, earthquake and temperature loadings would be extremely affective. But design codes such as AASHTO LRFD, EURO Code neglect the...
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