Experimental studies on the behaviour of non_seismically detailed reinforced concrete column
Post earthquake and experimental research have shown that old reinforced concrete structures which are designed based on non-seismic details are vulnerable to shear failure during earthquakes. Shear failure can lead to a reduction in building lateral strength, change in inelastic deformation mechani...
Saved in:
Main Author: | Lim, Marvin Wei Sheng. |
---|---|
Other Authors: | Li Bing |
Format: | Final Year Project |
Language: | English |
Published: |
2010
|
Subjects: | |
Online Access: | http://hdl.handle.net/10356/39577 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
Similar Items
-
Seismic behaviour of reinforced concrete columns with lightly transverse reinforcement
by: Zheng, Fang.
Published: (2009) -
Seismic behaviour and damage characteristics of corroded reinforced concrete beam-column joint
by: Zhang, Xinchen
Published: (2021) -
Seismic behavior of interior concretebeam-column joints with non-seismic and limited seismic detailing
by: Li, Qingyuan.
Published: (2009) -
Experimental and analytical studies on the seismic behavior of reinforced concrete columns with light transverse reinforcement
by: Tran, Cao Thanh Ngoc
Published: (2010) -
Seismic behavior of reinforced concrete columns with lightly transverse reinforcement
by: Muhammed Faizal Radzuan.
Published: (2009)