Assessment of Compressive Behavior of Concrete Masonry Prisms Partially Filled by General Mortar-Reference-Cited by-同舟云学术

Assessment of Compressive Behavior of Concrete Masonry Prisms Partially Filled by General Mortar

Published:2014-10 Issue:10 Volume:26 Page:04014068
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Haach Vladimir G.¹,Vasconcelos Graça²,Lourenço Paulo B.³

Affiliation:

1. Professor, School of Engineering of São Carlos, Univ. of São Paulo, Av. Trabalhador Saocarlense, 400, 13566-590 São Carlos-SP, Brazil (corresponding author).

2. Assistant Professor, Institute for Sustainability and Innovation in Structural Engineering, Dept. of Civil Engineering, Univ. of Minho, Azurém, 4800-058 Guimarães, Portugal.

3. Professor, Institute for Sustainability and Innovation in Structural Engineering, Dept. of Civil Engineering, Univ. of Minho, Azurém, 4800-058 Guimarães, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000956

Reference37 articles.

1. Associação Brasileira de Normas Técnicas (ABNT). (1995). NBR 13279 “Argamassa para assentamento de paredes e revestimentos de paredes e tetos.” Determinação da resistência à compressão Rio de Janeiro Brazil (in Portuguese).

2. Biggs D. T. (2005). “Grouting masonry using portland cement-lime mortars.” Proc. Int. Building Lime Symp. National Lime Association Arlington VA 1–16.

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

4. Cunha E. H. Guimarães G. N. and Carasek H. (2001). “Influência do tipo de argamassa na resistência à compressão da alvenaria estrutural.” Anais do IV Simpósio Brasileiro de Tecnologia de Argamassas Univ. of Brasilia Brasilia 397–408 (in Portuguese).

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

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