About this document
Performance-Based Design for Steel Arch Bridges by PCPC is a document available to read on EtoBox.
The document presents a performance-based design method for steel arch bridges using practical inelastic nonlinear analysis. The analysis considers geometric and material nonlinearity effects to accurately capture the strength and stability of the structural system and its members. A case study applying the method to a 61m span steel arch bridge is also presented. The analysis results show that the proposed performance-based design method is suitable for adoption in engineering practice by simplifying the d
- Author
- PCPC
- Language
- EN