Evaluation of Masonry Beams with Openings and Validation Using a Strut-and-Tie Model
Author:
Affiliation:
1. Engineer in Training, Martin-Martin Wyoming, 4020 Laramie St., Cheyenne, WY 82001.
2. Associate Professor, Dept. of Civil and Architectural Engineering, Univ. of Wyoming, Laramie, WY 82071-3295 (corresponding author). ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003133
Reference18 articles.
1. Tests of reinforced concrete continuous deep beams with web opening;Ashour A. F.;ACI Struct. J.,2000
2. Darwin, D., C. Dolan, and A. Nilson. 2016. Design of concrete structures. New York: McGraw-Hill.
3. Non-linear static analysis of masonry buildings based on a strut-and-tie modeling
4. Strut-and-Tie Model for seismic design of confined masonry buildings
5. Numerical analysis of concrete block masonry beams under three point bending
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