LRFD Factors for Pultruded Wide-Flange Columns-Reference-Cited by-同舟云学术

LRFD Factors for Pultruded Wide-Flange Columns

Published:2010-05 Issue:5 Volume:136 Page:554-564
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Vanevenhoven Linda M.¹²³,Shield Carol K.¹²³,Bank Lawrence C.¹²³

Affiliation:

1. Design Engineer, Michael Baker Jr., Inc., Madison, WI 53719; formerly, Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, Madison, WI 53706.

2. Professor, Dept. of Civil Engineering, Univ. of Minnesota, Minneapolis, MN 55455.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin-Madison, Madison, WI 53706 (corresponding author).

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.0000126

Reference27 articles.

1. ASCE. (2005). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-05 Reston Va.

2. ASTM. (2008). “Standard practice for evaluating material property characteristic values for polymeric composites for civil engineering structural applications.” ASTM D7290 West Conshohoken Pa.

3. Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review

4. Composites for Construction

5. Local buckling of pultruded beams — nonlinearity, anisotropy and inhomogeneity

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