Abstract
Uses 1:3 quasi-static models and refined finite-element analysis to study deformation, failure and hysteretic seismic behaviour of second-storey connections.
DOC-026 · PAPER
Mechanical Performance of Forked-Column–Dougong Connections in the Yingxian Pagoda
Uses 1:3 quasi-static models and refined finite-element analysis to study deformation, failure and hysteretic seismic behaviour of second-storey connections.
- Author
- 李胜杰、朱逸凡、赵波、侯欣江、刘畅、杨军
- Institution / journal
- 《工程力学》
- Date
- 2026
- Document type
- paper