Model for Snow Loading on Gable Roofs-Reference-Cited by-同舟云学术

Model for Snow Loading on Gable Roofs

Published:2015-12 Issue:12 Volume:141 Page:04015051
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Thiis Thomas K.¹,O’Rourke Michael²

Affiliation:

1. Professor, Dept. of Mathematical Sciences and Technology, Norwegian Univ. of Life Sciences, Drøbakvn 31, 1430 Ås, Norway (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, 110 Eighth St., Troy, NY.

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.0001286

Reference10 articles.

1. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/Structural Engineering Institute (SEI) 7-10 Reston VA.

2. CEN (European Committee for Standardization). (2003). “Eurocode 1 actions on structures—Part 1-3: General actions—Snow loads.” EN 1991-1-3 Brussels Belgium.

3. Høibø H. (1988). “Snow load on gable roofs—Results from snow load 609 measurements on farm buildings in Norway.” First Int. Conf. on Snow Engineering U.S. Army Corps of Engineers 95–104.

4. Høibø H. (1989). “Form factors for snow load on gable roofs: Extending use of snow load data from inland districts to wind exposed areas.” Proc. 11th Int. Congress on Agricultural Engineering Balkema Rotterdam Netherlands.

5. ISO. (1998). “Bases for design of structures—Determination of snow loads on roofs.” ISO 4355 Geneva.

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