Study on seismic performance of high-strength steel earthquake-resilient beam-column joint with double damage elements

The mutual constraint between bearing capacity, stiffness, and post earthquake recoverability has always been the contradiction of earthquake resilient joint. Taking into account the above three factors, this paper proposes a high-strength steel earthquake resilient beam column joint with double dam...

Full description

Saved in:
Bibliographic Details
Main Authors: Hongchao Guo, Dongdong Zheng, Jing Lu, Xudong Zhou, Wenqi Wang, Yunhe Liu
Format: Article
Language:English
Published: Sustainable Development Press Limited 2025-03-01
Series:Sustainable Structures
Subjects:
Tags: Add Tag
No Tags, Be the first to tag this record!