Fully nonlinear analysis of composite girder cable-stayed bridges

Author:

Adeli H.,Zhang J.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference9 articles.

1. Non-linear analysis and collapse load of P/C cable-stayed bridges;Seif;J. Struct. Engng,1990

2. A dynamic programming method for analysis of bridges under multiple moving loads;Adeli;Int. J. Numer. Meth. Engng,1989

3. Non-linear earthquake-response analysis of long-span cable-stayed bridges: theory;Nazmy;Earthquake Engng Struct. Dynam.,1990

4. Non-linear earthquake-response analysis of long-span cable-stayed bridges: applications;Nazmy;Earthquake Engng Struct. Dynam.,1990

5. Equation for the stress-strain curve of concrete;Desayi;J. Amer. Conc. Inst.,1964

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