Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A probabilistic analysis of steel beam-columns
Abstract A probabilistic analysis of steel beam-columns in a typical medium rise office building designed in accordance with current AISC specifications was conducted. Risks were evaluated in terms of failure of probability for several failure modes and for various combinations of dead, live and wind loads. Effects of uncertainties in the resistance and the loads as well as modelling and prediction errors were included in the reliability analysis which is based on a first order second moment approach. Upper and lower bounds on the probability of failure of beam-columns were evaluated. Results obtained indicate the risk levels for the building considered.
A probabilistic analysis of steel beam-columns
Abstract A probabilistic analysis of steel beam-columns in a typical medium rise office building designed in accordance with current AISC specifications was conducted. Risks were evaluated in terms of failure of probability for several failure modes and for various combinations of dead, live and wind loads. Effects of uncertainties in the resistance and the loads as well as modelling and prediction errors were included in the reliability analysis which is based on a first order second moment approach. Upper and lower bounds on the probability of failure of beam-columns were evaluated. Results obtained indicate the risk levels for the building considered.
A probabilistic analysis of steel beam-columns
Rojiani, Kamal B. (Autor:in) / Woeste, Frank E. (Autor:in)
Engineering Structures ; 4 ; 233-241
01.01.1982
9 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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