Reliability based optimal design of reinforced concrete frames

DOI10.1016/0045-7949(95)00049-MzbMATH Open0919.73081MaRDI QIDQ4377938

Author name not available (Why is that?)

Publication date: 8 March 1999

Published in: Computers & Structures (Search for Journal in Brave)

zbMATH Keywords

failure probabilitycollapse mechanism failure modesminimization of total structural costrotational failure modesstochastically dominant failure modes

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Composite and mixture properties (74E30) Fracture and damage (74R99) Optimization problems in solid mechanics (74P99) Reliability and life testing (62N05)

Related Items (6)

Formulation for reliable analysis of structural frames ⋮ Stress-resultant models for ultimate load design of reinforced concrete frames and multi-scale parameter estimates ⋮ RELIABILITY ANALYSIS OF STEEL BRACED REINFORCED CONCRETE FRAMES WITH SEMI-RIGID CONNECTIONS ⋮ Reinforced concrete seismically-excited frame design with a new mixed \(H_2/H_{\infty}\) optimization approach ⋮ Closed form solution of optimal design of rectangular reinforced concrete sections ⋮ A reliable numerical method for simulating the post-failure behaviour of concrete frame structures

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