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Cable stayed bridges are seen as the alternative that fills the gap between long span bridges and suspension bridges. During the 1980s, several types of construction of cable stayed bridges such as steel, segmental concrete, composite steel and concrete superstructures emerged in different countries. The great evolution in computational methods, materials, and methods of construction has contributed to the tremendous development in state of the art cable stayed bridges in the past two decades. With spans that exceed one thousand meters, cable stayed bridges are now becoming a substitute for…mehr

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Produktbeschreibung
Cable stayed bridges are seen as the alternative that fills the gap between long span bridges and suspension bridges. During the 1980s, several types of construction of cable stayed bridges such as steel, segmental concrete, composite steel and concrete superstructures emerged in different countries. The great evolution in computational methods, materials, and methods of construction has contributed to the tremendous development in state of the art cable stayed bridges in the past two decades. With spans that exceed one thousand meters, cable stayed bridges are now becoming a substitute for suspension bridges. This book outlines the development in the design of cable stayed bridges. Rigorous methods of analysis are presented. Simplified methods that lead to preliminary estimation of forces in major members for design are discussed. The book first reviews the evolution of this type of bridge, with focus on the vast development during the past twenty years. The book then discusses the basic principles of cable stayed bridges, related to aspects of analysis, design, construction, and maintenance. Specific issues such as aerodynamic stability of the bridges and different methods of testing and analysis required for this purpose are explained. Cable vibration problems are summarized and methods of its control are outlined. Special attention is given to the performance-based design method and one chapter is devoted towards explanation of the merits of this trend in design. Application of the method to the seismic and fire safety designs of cable stayed bridges is also covered.


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Autorenporträt
Ayman Shama is a Structural Engineer with more than 30 years of experience. He is a registered Professional Engineer in seven States. He is a Fellow of the American Society of Civil Engineers (ASCE) and the Structural Engineering Institute (SEI). He was involved in the design, review, or forensic studies of several cable stayed bridges in the US, Canada, Panama, and India. Dr Shama has Chaired the SEI Technical Committee on performance-based design of structures and the SEI Administrative Committee on Performance of Structures. He also lectured for the Continuing Education Program of American Society of Civil Engineers. Currently, he is member of the Editorial Board of the Journal of Bridge Engineering. He is a recipient of an award from National Research Institute for Earth Science and Disaster Prevention, Hyogo, Japan. Dr. Shama is currently Program Manager with Parsons in NYC, where he focuses on design-build projects, complex bridges and earthquake engineering.