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LRFD factors for pultruded wide-flange columns
Linda M. Vanevenhoven
, Carol K. Shield
, Lawrence C. Bank
Civil, Environmental, and Geo- Engineering
Research output
:
Contribution to journal
›
Article
›
peer-review
29
Scopus citations
Overview
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Keyphrases
Allowable Stress Design
16%
American National Standards Institute
16%
Analytical Formula
16%
Angle Profile
16%
ASCE 7
16%
Design Codes
50%
Design Equation
50%
Design Properties
16%
Design Safety Factor
16%
Different Manufacturers
16%
Engineering Practice
16%
Fiber Reinforced Polymer
33%
Global Buckling
16%
Load Factor
16%
Local Buckling
16%
Material Properties
16%
Materials Safety
16%
Monte Carlo Simulation
16%
Need for Standardization
16%
Nominal Design
16%
Pultruded
100%
Pultruded Material
16%
Pultruded Profiles
50%
Reliability Index
33%
Resistance Factor
66%
Safety Factor
16%
Simulation-based
16%
Structural Design
16%
Structural Engineering
16%
Structural Reliability
33%
Tubular Profiles
16%
Unified Design
16%
United States
16%
Wide Flange
33%
Wide-flange Columns
100%
Engineering
Allowable Stress Design
25%
Approved Design
25%
Conventional Material
25%
Design Code
75%
Design Equation
75%
Design Method
25%
Fiber-Reinforced Polymer
50%
Full Scale
25%
Future Design
25%
Global Buckling
25%
Load Factor
25%
Reliability Index
50%
Resistance Factor
100%
Safety Factor
50%
Structural Design
50%
Structural Reliability
50%
Target Level
25%
United States
25%