论文信息 - Probability-based criteria for structural design

Probability-based criteria for structural design

Abstract Probability-based loading and resistance criteria are presented that are suitable for routine safety checking in design. The criteria are based on a comprehensive analysis of statistical data on structural loads and resistances and an examination of levels of reliability implied by the use of current design standards and specifications. The criteria are intended to be used in specifications that are oriented towards limit states design.

Theodore V. Galambos | Bruce Ellingwood | B. Ellingwood | T. Galambos

[1] R. Rackwitz,et al. Structural reliability under combined random load sequences , 1978 .

[2] Bruce R. Ellingwood,et al. Reliability of Current Reinforced Concrete Designs , 1979 .

[3] Carl J. Turkstra,et al. Theory of structural design decisions , 1970 .

[4] Theodore V. Galambos,et al. Load and Resistance Factor Design for Steel , 1978 .

[5] D. E. Allen,et al. Limit States Design—A Probabilistic Study , 1975 .

[6] T. Galambos,et al. Properties of Steel for Use in LRFD , 1978 .

[7] Masanobu Shinozuka,et al. The Analysis of Structural Safety , 1964 .

[8] Y. K. Wen,et al. Methods for reliability of structures under multiple time varying loads , 1980 .

[9] Ahs Ang,et al. RELIABILITY BASES OF STRUCTURAL SAFETY AND DESIGN , 1974 .

[10] Bruce Ellingwood,et al. Development of a probability based load criterion for American National Standard A58 , 1980 .