Modified interactive strut-and-tie modeling of reinforced concrete deep beams and corbels-Reference-Cited by-同舟云学术

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Modified interactive strut-and-tie modeling of reinforced concrete deep beams and corbels

Published:2022-11 Issue: Volume:45 Page:284-298
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Chetchotisak Panatchai,Teerawong Jaruek,Yindeesuk Sukit

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference64 articles.

1. Shear strength of deep beams;Smith;ACI J,1982

2. Behavior of large deep beams subjected to monotonic and reversed cyclic shear;Mihaylov;ACI Struct J,2010

3. Size effect on shear resistance of high strength concrete deep beams;El-Sayed;Mater Struct,2016

4. Effect of member depth and concrete strength on shear strength of RC deep beams without transverse reinforcement;Li;Eng Struct,2021

5. Whither transverse reinforcement in bottle-shaped struts?;Singh;Structures,2018

Cited by 10 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Analysis of shear strength influencing factors in reinforced concrete deep beams: A modified calculating model;Journal of Building Engineering;2024-10

2. Strut‑and‑tie model including shear–flexure interaction for predicting shear capacity of reinforced concrete short coupling beams;Structures;2024-08

3. Strut-and-tie model and reinforcement design method for gusset in the containment vessel;Structures;2024-07

4. Prediction and reliability analysis of shear strength of RC deep beams;Scientific Reports;2024-06-25

5. Optimized Design of Anchor Plates for 2200 MPa-Class Prestressing Anchorage Zones;Buildings;2024-04-12

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