Analytical Model for Compressive Arch Action in Horizontally Restrained Beam-Column Subassemblages

This paper presents an analytical model to predict the compressive arch action (CAA) of reinforced concrete beam-column subassemblages. In the model, a new method is proposed to quantify the strains of longitudinal reinforcement in the beam. Instead of equivalent rectangular concrete stress block, t...

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Bibliographic Details
Main Authors: Kang, Shao-Bo, Tan, Kang Hai
Other Authors: School of Civil and Environmental Engineering
Format: Journal Article
Language:English
Published: 2016
Subjects:
Online Access:https://hdl.handle.net/10356/84723
http://hdl.handle.net/10220/41928