Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Load behavior of eccentrically stressed reinforced concrete compression members -- 1
Aim of study is to clarify influence of several parameters on ultimate load of eccentrically loaded compression members having rectangular cross section; choice of computational method is explained by comparing several possible solutions of stability problem without equilibrium branching and for nonlinear bending moment-curvature relationship; method is explained, and failure definition which takes strength problems into consideration is elucidated; procedure for determining bending line of above compressive members is described; experimental results are summarized in graphs. (40831)
Load behavior of eccentrically stressed reinforced concrete compression members -- 1
Aim of study is to clarify influence of several parameters on ultimate load of eccentrically loaded compression members having rectangular cross section; choice of computational method is explained by comparing several possible solutions of stability problem without equilibrium branching and for nonlinear bending moment-curvature relationship; method is explained, and failure definition which takes strength problems into consideration is elucidated; procedure for determining bending line of above compressive members is described; experimental results are summarized in graphs. (40831)
Load behavior of eccentrically stressed reinforced concrete compression members -- 1
Tragverhalten ausmittig beanspruchter Stahlbetondruckglieder
Mehmel, A. (Autor:in) / Schwarz, H. (Autor:in) / Makovi, J. (Autor:in) / Kasparek, K.H. (Autor:in)
1969
26 pages
Aufsatz (Zeitschrift)
Deutsch
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