Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Collapse loads of steel frameworks allowing for effect of strain-hardening
Rigid-plastic-rigid theory of structural behavior is found to be adequate means of assessing stiffness of structure immediately on formation of last hinge in plastic hinge mechanism; if stiffness is positive, ultimate load will be either above or only slightly below plastic collapse load, whereas negative stiffness indicates ultimate load significantly below that given by plastic theory; correlation with test results for pinned-base and fixed-base portal frames enables derivation of design recommendations applicable to structures in steel to B.S. 968.
Collapse loads of steel frameworks allowing for effect of strain-hardening
Rigid-plastic-rigid theory of structural behavior is found to be adequate means of assessing stiffness of structure immediately on formation of last hinge in plastic hinge mechanism; if stiffness is positive, ultimate load will be either above or only slightly below plastic collapse load, whereas negative stiffness indicates ultimate load significantly below that given by plastic theory; correlation with test results for pinned-base and fixed-base portal frames enables derivation of design recommendations applicable to structures in steel to B.S. 968.
Collapse loads of steel frameworks allowing for effect of strain-hardening
Instn Civ Engrs -- Proc
Horne, M.R. (Autor:in) / Medland, I.C. (Autor:in)
1966
22 pages
Aufsatz (Zeitschrift)
Englisch
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Theoretical Collapse Temperature of Frameworks
| British Library Online Contents | 2007