Limit analysis of structures with stochastic strengths by a static approach
From MaRDI portal
Publication:1811708
DOI10.1023/A:1020939103140zbMath1020.74008OpenAlexW206851258MaRDI QIDQ1811708
Publication date: 17 June 2003
Published in: Meccanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1023/a:1020939103140
beamstatic approachframe structureelastic-plastic structuresconditional probability of collapseelastic perfectly plastic materialprobabilistic limit analysisstochastic strengths
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05)
Related Items (2)
Probabilistic sensitivity of the limit states of structures using Monte Carlo simulation ⋮ The use of stochastic stresses in the static approach of probabilistic limit analysis
This page was built for publication: Limit analysis of structures with stochastic strengths by a static approach