Numerical study and development of component model on the behaviour of simple beam-column joints in steel structures for progressive collapse
Several historical collapses of structures have drawn attention to the study of structural behaviour under progressive collapse, especially after the World Trade Centre terrorists attack. All these incidents have shown that failure of structures usually started from beam-column joints when exposed t...
Saved in:
Main Author: | Tang, Yingxin |
---|---|
Other Authors: | Tan Kang Hai |
Format: | Final Year Project |
Language: | English |
Published: |
2016
|
Subjects: | |
Online Access: | http://hdl.handle.net/10356/67448 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
Similar Items
-
Numerical study and development of component model for the behaviour of rigid beam-column joints in steel structures for progressive collapse
by: Oh, Kai Siang
Published: (2016) -
Experimental and analytical study of exterior beam-column joint for progressive collapse
by: Yap, Sim Lim.
Published: (2009) -
Numerical study on reinforced concrete beam-column frames in progressive collapse
by: Long, Xu
Published: (2013) -
Investigation of bolted joint behaviour in dynamic progressive collapse analysis of steel frames
by: Liu, Chang
Published: (2014) -
Progressive collapse behaviour of precast concrete structures with advanced joints
by: Nguyen, Van Hung
Published: (2024)