The main aim of this book is to provide a new efficient method to
all aspects of analysis of structures with high nonlinearity
behavior such as cable structure. The conventional methods are
usually direct methods which are often employed for the solution of
these structures. The conventional methods for structural analysis
cannot predict the response of cable structures accurately. In this
book, a new method is proposed for nonlinear dynamic analysis of
cable structures such as cable-stayed bridge. In this book, a
theory for nonlinear dynamic response analysis of cable structures
is developed based on the minimization of total potential dynamic
work.
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