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...

Täydet tiedot

Bibliografiset tiedot
Päätekijät: Kang, Shao-Bo, Tan, Kang Hai
Muut tekijät: School of Civil and Environmental Engineering
Aineistotyyppi: Journal Article
Kieli:English
Julkaistu: 2016
Aiheet:
Linkit:https://hdl.handle.net/10356/84723
http://hdl.handle.net/10220/41928