Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Beitrag zur Ermittlung der Gesamtstabilität von Hallenrahmen unter Berücksichtigung der konstruktiven Gestaltung von Rahmenecken
Common joint types are investigated in order to determine their warping and bending restraints. Continuity conditions for warping of the joints are formulated. Using an FE-Shellmodel whole frames with different dimensions, section profiles, roof slopes, bracing systems and joints are designed and calculated. The objective is to detremine the effect of joint construction on the critical loads for flexural-torsional buckling of the system. Through comparative investigations of the critical loads using the equivalent member method of the German standards for steel structures, it is possible to assign to each joint type relatively accurate ßo- and ßz coefficients.
Beitrag zur Ermittlung der Gesamtstabilität von Hallenrahmen unter Berücksichtigung der konstruktiven Gestaltung von Rahmenecken
Common joint types are investigated in order to determine their warping and bending restraints. Continuity conditions for warping of the joints are formulated. Using an FE-Shellmodel whole frames with different dimensions, section profiles, roof slopes, bracing systems and joints are designed and calculated. The objective is to detremine the effect of joint construction on the critical loads for flexural-torsional buckling of the system. Through comparative investigations of the critical loads using the equivalent member method of the German standards for steel structures, it is possible to assign to each joint type relatively accurate ßo- and ßz coefficients.
Beitrag zur Ermittlung der Gesamtstabilität von Hallenrahmen unter Berücksichtigung der konstruktiven Gestaltung von Rahmenecken
[Elektronische Ressource]
1997
137, [ca. 100] S. = text
Ill., graph. Darst., Tab
Hochschulschrift
Elektronische Ressource
Deutsch
Steifigkeit , Stahlbau , Halle , Rahmentragwerk , Rahmenecke , Profilstahl , Tragfähigkeit , Stabilität