Experimental Analysis of Reinforced Concrete Block Masonry Walls Subjected to In-Plane Cyclic Loading-Reference-Cited by-同舟云学术

Experimental Analysis of Reinforced Concrete Block Masonry Walls Subjected to In-Plane Cyclic Loading

Published:2010-04 Issue:4 Volume:136 Page:452-462
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Haach Vladimir G.¹²³,Vasconcelos Graça¹²³,Lourenço Paulo B.¹²³

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, ISISE, Univ. of Minho, Azurém, 4800-058 Guimarães, Portugal.

2. Assistant Professor, Dept. of Civil Engineering, ISISE, Univ. of Minho, Azurém, 4800-058 Guimarães, Portugal.

3. Professor, Dept. of Civil Engineering, ISISE, Univ. of Minho, Azurém, 4800-058 Guimarães, Portugal.

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.0000125

Reference26 articles.

1. ASTM. (2000). “Standard test method for diagonal tension (shear) in masonry assemblages.” E519-02 West Conshohocken Pa.

2. Performance based studies of in-plane loaded unreinforced masonry walls;Bosiljkov V.;Masonry Soc. J.,2003

3. Shear modulus and stiffness of brickwork masonry: An experimental perspective

4. European Standard. (1999a). “Methods of test for mortar for masonry—Part 3: Determination of consistence of fresh mortar (by flow table).” EN 1015-3 .

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