Three dimensional partial nonlinear seismic analysis of reinforced concrete bridges
Abstract
In this paper, three dimensional partial nonlinear seismic analysis of 32m prestressed reinforced concrete bridges is presented. The stresses in the structure when an earthquake occures are discussed. The jumping possibility of the girder and the destroying behavior of the transverse diaphragms due to nonlinearity are also discussed.
Fields of Study & Subjects
Seismic Performance and Analysis
Structural Response to Dynamic Loads
Geotechnical Engineering and Underground Structures
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 703–708
- Publication date
- 10 February 2026
- Language
- EN
- Document type
- Book chapter