Shear Deformations of RC Beams under Service Loads-Reference-Cited by-同舟云学术

Shear Deformations of RC Beams under Service Loads

Published:2017-01 Issue:1 Volume:143 Page:04016153
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

He Zhi-Qi¹,Liu Zhao²,Ma Zhongguo John³

Affiliation:

1. Assistant Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China (corresponding author).

2. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996; Taishan Scholar, Shandong Jianzhu Univ., Jinan 250101, China.

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.0001641

Reference25 articles.

1. ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete (ACI 318-11) and commentary.” ACI 318-11 Farmington Hills MI.

2. Bentz E. C. (2000). “Sectional analysis of reinforced concrete members.” Ph.D. thesis Univ. of Toronto Toronto.

3. Cladera A. (2002). “Shear design of reinforced high strength concrete beams.” Ph.D. thesis Univ. Politècnica de Catalunya Barcelona Spain.

4. Shear strain in B-regions of beams in service

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