PROBABILISTIC BASED DESIGN OF CONCENTRICALLY LOADED FIBER-REINFORCED POLYMERIC COMPRESSION MEMBERS
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[1] Richard E. Chambers. ASCE Design Standard for Pultruded Fiber-Reinforced-Plastic (FRP) Structures , 1997 .
[2] Bruce R. Ellingwood,et al. Probability-based LRFD for engineered wood construction , 1997 .
[3] C. Allin Cornell,et al. Probability Based Load Criteria: Assessment of Current Design Practice , 1982 .
[4] David W. Scott,et al. SHORT-TERM BEHAVIOR AND DESIGN OF FIBER-REINFORCED POLYMERIC SLENDER MEMBERS UNDER AXIAL COMPRESSION , 1997 .
[5] Ross B. Corotis,et al. Reliability‐Based Code Formulations for Reinforced Concrete Buildings , 1987 .
[6] Abdul-Hamid Zureick,et al. BEHAVIOR AND DESIGN OF CONCENTRICALLY LOADED PULTRUDED ANGLE STRUTS , 2000 .
[7] Jeremy McNutt. Reliability Analysis of FRP Composite Columns , 1998 .
[8] Wilson H. Tang,et al. Probability concepts in engineering planning and design , 1984 .
[9] Sw Rust,et al. Statistical Methods for Calculating Material Allowables for MIL-HDBK-17 , 1989 .
[10] Richard M. Bennett,et al. Three-parameter vs. two-parameter Weibull distribution for pultruded composite material properties , 2002 .
[11] N. Null. Minimum Design Loads for Buildings and Other Structures , 2003 .
[12] Bruce R. Ellingwood,et al. Toward Load and Resistance Factor Design for Fiber-Reinforced Polymer Composite Structures , 2003 .
[13] Bruce Ellingwood,et al. Development of a probability based load criterion for American National Standard A58 , 1980 .
[14] Abdul-Hamid Zureick. Acceptance test specifications and guidelines for fiber-reinforced polymeric bridge decks , 2002 .