Article1978

Properties of Steel for Use in LRFD

Theodore V. Galambos · Mayasandra K. Ravindra

226 citations0/0 files storedJournal of the Structural Division

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Probabilistic and Robust Engineering Design Structural Load-Bearing Analysis Structural Engineering and Materials Analysis

Abstract

Background and rationale is presented for selecting mean values and coefficients of variation of material properties from available experiments for use in first-order probability-based design; the following properties of structural steel are included: elastic moduli, yield stress, strain-hardening modulus.

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1982Probability-based criteria for structural design 1988Uncertainty modelling in plate buckling 1996Reliability-based condition assessment and LRFD for existing structures 2000LRFD: implementing structural reliability in professional practice 2006Reliability of Steel Frames Designed with Advanced Analysis 2018System Reliabilities of Planar Gravity Steel Frames Designed by the Inelastic Method in AISC 360-10 1991Stochastic FEM‐Based Validation of LRFD 2024Investigation on probability model of bending moment-rotation relationship for bolt-ball joints

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