Hysteretic Behavior of Conventionally Reinforced Concrete Coupling Beams in Reinforced Concrete Coupled Shear Wall

Hysteretic Behavior of Conventionally Reinforced Concrete Coupling Beams in Reinforced Concrete Coupled Shear Wall

Abstract This paper presents the experimental results of four full-scale coupling beams in which only horizontal reinforcements are placed, without diagonal reinforcements, with the aim to develop reinforcement details for coupling beams used in connecting side walls in a wall-slab structural system...

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Bibliographic Details
Main Authors: Soo-Yeon Seo, Hyun-Do Yun, Young-Soo Chun
Format: Article
Language:English
Published: SpringerOpen 2017-12-01
Series:International Journal of Concrete Structures and Materials
Subjects:
coupling beam
conventional reinforcement
wall-slab structural system
deep-beam design
deformation capacity
Online Access:http://link.springer.com/article/10.1007/s40069-017-0221-8

Internet

http://link.springer.com/article/10.1007/s40069-017-0221-8

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