Strut‑and‑tie model including shear–flexure interaction for predicting shear capacity of reinforced concrete short coupling beams-Reference-Cited by-同舟云学术

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Strut‑and‑tie model including shear–flexure interaction for predicting shear capacity of reinforced concrete short coupling beams

Published:2024-08 Issue: Volume:66 Page:106791
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Chetchotisak Panatchai,Teerawong Jaruek,Hansapinyo Chayanon

Funder

Rajamangala University of Technology Lanna

Publisher

Elsevier BV

Reference64 articles.

1. Seismic design of reinforced concrete and masonry buildings;Paulay,1992

2. The coupling of shear walls [Ph.D. thesis];Paulay,1969

3. Diagonally reinforced coupling beams of shear walls;Paulay;ACI Spec Publ,1974

4. Performance of conventionally reinforced coupling beams subjected to cyclic loading;Breña;J Struct Eng,2011

5. Cyclic performance of precast coupling beams with bundled diagonal reinforcement;Han;Eng Struct,2015

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