Probabilistic Based Design of Concentrically Loaded Fiber-Reinforced Polymeric Compression Members

Author:

Alqam Maha1,Bennett Richard M.2,Zureick Abdul-Hamid3

Affiliation:

1. Former Graduate Student, Dept. of Civil and Environmental Engineering, The Univ. of Tennessee, Knoxville, TN 37996-2010.

2. Professor, Dept. of Civil and Environmental Engineering, The Univ. of Tennessee, Knoxville, TN 37996-2010. E-mail: rmbennett@utk.edu

3. Professor, Structural Engineering, Mechanics and Materials, Georgia Institute of Technology, Atlanta, GA 30332. E-mail: azureick@ce.gatech.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference22 articles.

1. American Forest & Paper Association and American Society of Civil Engineers (AF&PA/ASCE). (1995). Standard for load and resistance factor design (LRFD) for engineered wood construction 16-95 New York.

2. American Institute of Steel Construction (AISC). (1993). Load and resistance factor design specification for structural steel buildings Chicago.

3. ASCE. ( 2002). “Minimum design loads for buildings and other structures.” ASCE 7 Reston Va.

4. Three-parameter vs. two-parameter Weibull distribution for pultruded composite material properties

5. Ang A.H-S. and Tang W. (1984). Probability concepts in engineering planning and design Vol. II Wiley New York.

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