High-Strength Concrete Masonry Walls under Concentric and Eccentric Loadings-Reference-Cited by-同舟云学术

High-Strength Concrete Masonry Walls under Concentric and Eccentric Loadings

Published:2018-06 Issue:6 Volume:144 Page:04018055
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Fortes Ernesto S.¹,Parsekian Guilherme A.²,Fonseca Fernando S.³,Camacho Jefferson S.⁴

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Federal Univ. of Sao Carlos, Rod. Washington Luís, km 235, SP-310, 13565-905, São Carlos, SP, Brazil (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Federal Univ. of Sao Carlos, Rod. Washington Luís, km 235, SP-310, 13565-905, São Carlos, SP, Brazil.

3. Professor, Dept. of Civil and Environmental Engineering, Brigham Young Univ., 368 Clyde Bldg., Provo, UT 84602.

4. Full Professor, Dept. of Civil Engineering, Sao Paulo State Univ., Alameda Bahia, 550, 13565-905, Ilha Solteira, SP, Brazil.

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.0001978

Reference25 articles.

1. The effect of capping condition on the compressive strength of concrete hollow blocks;Abaza O. A.;An-Najah Univ. J. Res. (N. Sc),2003

2. Mechanical response of solid clay brickwork under eccentric loading. Part I: Unreinforced masonry

3. Experimental and analytical response of masonry elements under eccentric vertical loads

4. Behavior of concrete block masonry under axial compression;Drysdale R. G.;J. Proc.,1979

5. Capacity of concrete block masonry prisms under eccentric compressive loading;Drysdale R. G.;J. Proc.,1983

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