A unifying strut-and-tie model for conventionally reinforced link beams
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference19 articles.
1. The coupling of shear walls;Paulay,1969
2. Shear-flexure interaction in the critical sections of short coupling beams;Mihaylov;Eng Struct,2017
3. Shear strength and deformation modeling of conventionally reinforced short coupling beams;Zhou;Eng Struct,2021
4. Analytical truss model with an extended strut for conventionally reinforced concrete coupling beams with span-to-height ratios larger than 1.75;Zhou;Eng Struct,2022
5. Design and analysis of heavily loaded reinforced concrete link beams for Burj Dubai;Lee;ACI Struct J,2008
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1. Shear behavior of ultra-high performance concrete corbels：Experimental study and modified strut-and-tie model;Engineering Structures;2024-07
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