Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Deflections of multiple-panel reinforced concrete floor slabs
Approximate method is developed to calculate short-time deflections of floor slabs; results of method are compared with those of " exact" solutions and tests on five multiple-panel reinforced concrete test structures; short-time deflections of reinforced-concrete slabs under existing working loads are predicted on basis of uncracked sections; it is stressed that slab construction may owe its successful behavior under working loads primarily to tensile strength of concrete.
Deflections of multiple-panel reinforced concrete floor slabs
Approximate method is developed to calculate short-time deflections of floor slabs; results of method are compared with those of " exact" solutions and tests on five multiple-panel reinforced concrete test structures; short-time deflections of reinforced-concrete slabs under existing working loads are predicted on basis of uncracked sections; it is stressed that slab construction may owe its successful behavior under working loads primarily to tensile strength of concrete.
Deflections of multiple-panel reinforced concrete floor slabs
ASCE -- Proc (J Structural Div)
Vanderbilt, M.D. (Autor:in) / Sozen, M.A. (Autor:in) / Siess, C.P. (Autor:in)
1965
25 pages
Aufsatz (Zeitschrift)
Englisch
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