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What is Parametric Study of Cable-Stayed Bridges about?

The document summarizes several studies on the parametric analysis of cable-stayed bridges. It discusses the sources of nonlinearity in these bridges, including large deflections, beam-column effects, and cable sag. It reviews literature on nonlinear analysis of composite steel-concrete cable stayed bridges and the dynamic behavior of under-deck cable stayed bridges under moving loads. One study evaluates the importance of geometric nonlinearities on static analysis. Another presents experimental and numeri

Author

Suresh Varma

Language

EN