Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Calculation of tilt stability of depressed continuous beam
3-span continuous beam with equal length spans and constant symmetric cross section, stressed by equal partial loads and normal force, was investigated regarding tilting behavior; differential equations derived were reduced to dimensionless form and substituted for finite linear equation system with higher order difference terms; characteristic values were calculated by computer using fractional iteration; dependence of tilt values on various parameters is given in diagram.
Calculation of tilt stability of depressed continuous beam
3-span continuous beam with equal length spans and constant symmetric cross section, stressed by equal partial loads and normal force, was investigated regarding tilting behavior; differential equations derived were reduced to dimensionless form and substituted for finite linear equation system with higher order difference terms; characteristic values were calculated by computer using fractional iteration; dependence of tilt values on various parameters is given in diagram.
Calculation of tilt stability of depressed continuous beam
Ein Beitrag zur Bestimmung der Kippstabilitaet von gedrueckten Durchlauftraegern
Kloeppel, K. (Autor:in) / Moell, R. (Autor:in) / Wagner, G. (Autor:in)
Stahlbau ; 31
1962
8 pages
Aufsatz (Zeitschrift)
Deutsch
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