Seismic Behavior of Long-Span Cable-Stayed Bridgesby Ahmed M. Abdel-Ghaffar, Princeton Univ, Princeton, NJ, USA,
Aly S. Nazmy, Princeton Univ, Princeton, NJ, USA,
Abstract: Special features of the earthquake-response analysis of cable-stayed bridges, subjected to multiple-support excitation, are presented including a basis for calculation of seismic forces and deformations of such long-span, three-dimensional and flexible structures. Significant comments and recommendations for the earthquake-resistant design of such bridges are also presented.
Subject Headings: Cable stayed bridges | Cables | Bridge design | Span bridges | Dynamic structural analysis | Bridge tests | Seismic tests | Seismic effects
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