About this document
Ag2782 - Stage 1 by pp3986 is a document available to read on EtoBox.
This report evaluates the seismic performance of steel beam-CFDST column joints with internal stiffening ribs, highlighting their importance in enhancing structural resilience during earthquakes. The study aims to fill research gaps by using experimental testing and finite element modeling to analyze joint behavior under seismic loads, ultimately contributing to optimized design guidelines for earthquake-resistant structures. The findings will inform the development of safer and more durable composite struc
- Author
- pp3986
- Language
- EN