Structural Behaviour of Cable - stayed Bridges
نویسندگان
چکیده
Cable-stayed bridges have emerged as the dominant structural system for long span bridge crossings during the past thirty years. That success is due to a combination of technical advancements and pleasing aesthetics attributes. The interaction of the various structural components results in an efficient structure which is continuously evolving and providing new methods to increase span lengths. The objective of this thesis is to describe in detail the basic structural behaviour of each of the components of cable-stayed bridges, and to present the analysis of a specific cable-stayed bridge which was proposed for the Charles River Crossing. THESIS SUPERVISOR: JEROME J. CONNOR TITLE: PROFESSOR OF CIVIL AND ENVIRONMENT ENGINEERING
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