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Failure behavior of steel-concrete composite box girders under static load is briefly reviewed, confirming the similarity between webs of plate girders and box girders. Rules are proposed for Allowable Stress Design procedures which are directly adopted from proposed rules for Load Factor Design of box girders.
Failure behavior of steel-concrete composite box girders under static load is briefly reviewed, confirming the similarity between webs of plate girders and box girders. Rules are proposed for Allowable Stress Design procedures which are directly adopted from proposed rules for Load Factor Design of box girders.
Recommendations for Design of Composite Box Girders
B. T. Yen (Autor:in)
1982
53 pages
Report
Keine Angabe
Englisch
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