Remote Field Monitoring of Thermal and Moisture Deformations in Masonry Cavity Wall Building Envelopes-Reference-Cited by-同舟云学术

Remote Field Monitoring of Thermal and Moisture Deformations in Masonry Cavity Wall Building Envelopes

Published:2015-06 Issue:3 Volume:29 Page:04014072
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Lohonyai A. J.¹,Korany Y.²,Gül M.³

Affiliation:

1. Ph.D. Candidate and Teaching and Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Alberta, 9105 - 116 St., Edmonton, AB, Canada T6G 2W2.

2. Associate Professor and Inaugural Masonry Contractors Association of Alberta (MCAA) Chair, Dept. of Civil and Environmental Engineering, Univ. of Alberta, 9105 - 116 St., Edmonton, AB, Canada T6G 2W2 (corresponding author).

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, 9105 - 116 St., Edmonton, AB, Canada T6G 2W2.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000550

Reference32 articles.

1. American Society of Heating Refrigerating and Air-Conditioning Engineers (ASHRAE). (2010). “Energy standard for buildings except low-rise residential buildings.” ANSI/ASHRAE/IES Standard 90.1-2010 Atlanta GA.

2. ASTM. (2010). “Standard guide for calculating movement and other effects when establishing sealant joint width.” C1472-10 West Conshohocken PA.

3. Brick Industry Association (BIA). (2006). “Volume changes—Analysis and effects of movement.” Technical Note 18 Reston VA.

4. Canadian Standards Association (CSA). (2004). “Design of masonry structures.” S304.1 Mississauga ON Canada.

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