Analysis of conventionally reinforced coupling beams using non-linear strut-and-tie model

The non-linear strut-and-tie model (STM) can be used to analyse and predict the behaviour of reinforced concrete in disturbed regions. In this paper, a non-linear STM has been used to model the deformation capacity of conventionally reinforced intermediate-length coupling beams under cyclic and mono...

Full description

Saved in:
Bibliographic Details
Main Authors: Abu Bakar, Nabilah, Safiee, Nor Azizi, Chan, Ghee Koh, Mohd. Nasir, Noor Azline
Format: Article
Language:English
Published: ICE Publishing 2019
Online Access:http://psasir.upm.edu.my/id/eprint/80633/1/BEAM.pdf
http://psasir.upm.edu.my/id/eprint/80633/
https://www.icevirtuallibrary.com/doi/abs/10.1680/jstbu.18.00095
Tags: Add Tag
No Tags, Be the first to tag this record!
Be the first to leave a comment!
You must be logged in first