Matches in SemOpenAlex for { <https://semopenalex.org/work/W1970904088> ?p ?o ?g. }
Showing items 1 to 73 of
73
with 100 items per page.
- W1970904088 endingPage "244" @default.
- W1970904088 startingPage "231" @default.
- W1970904088 abstract "Abstract The objective of this paper is to propose a method for the evaluation of the elastic critical buckling load of columns in frames consisting of members susceptible to non-negligible shear deformations, such as built-up members in steel frames, based on Engesser's approach. To that effect, a stability matrix is proposed and three general stability equations are derived for the cases of unbraced, partially braced and braced frames. Indicative graphic interpretation of the solutions for the stability equations of the braced and unbraced cases is shown. Slope-deflection equations for shear-weak members with semi-rigid connections are also derived and used for the presentation of a complete set of rotational stiffness coefficients, which are then used for the replacement of members converging at the bottom and top ends of the column in question by equivalent springs. All possible rotational and translational boundary conditions at the far end of these members, as well as the eventual presence of axial force, are considered. Five examples are presented, dealing with braced, unbraced and partially braced frames, with rigid and semi-rigid beam to column connections, loaded with concentrated or uniformly distributed loads, in a symmetrical or non-symmetrical pattern. In all cases the proposed approach is in excellent agreement with finite element results." @default.
- W1970904088 created "2016-06-24" @default.
- W1970904088 creator A5027257599 @default.
- W1970904088 creator A5061430229 @default.
- W1970904088 date "2012-04-01" @default.
- W1970904088 modified "2023-09-25" @default.
- W1970904088 title "Elastic buckling load of multi-story frames consisting of Timoshenko members" @default.
- W1970904088 cites W143146494 @default.
- W1970904088 cites W1572231634 @default.
- W1970904088 cites W1584661826 @default.
- W1970904088 cites W1968161580 @default.
- W1970904088 cites W1971276476 @default.
- W1970904088 cites W1981233857 @default.
- W1970904088 cites W1990438560 @default.
- W1970904088 cites W2001507253 @default.
- W1970904088 cites W2002223788 @default.
- W1970904088 cites W2002511900 @default.
- W1970904088 cites W2015147002 @default.
- W1970904088 cites W2018639835 @default.
- W1970904088 cites W2048037790 @default.
- W1970904088 cites W2054947501 @default.
- W1970904088 cites W2057276143 @default.
- W1970904088 cites W2066764468 @default.
- W1970904088 cites W2068895780 @default.
- W1970904088 cites W2069593458 @default.
- W1970904088 cites W2071285585 @default.
- W1970904088 cites W2078505368 @default.
- W1970904088 cites W2079246513 @default.
- W1970904088 cites W2080490169 @default.
- W1970904088 cites W2088846819 @default.
- W1970904088 cites W2094727460 @default.
- W1970904088 cites W2125916057 @default.
- W1970904088 doi "https://doi.org/10.1016/j.jcsr.2011.11.007" @default.
- W1970904088 hasPublicationYear "2012" @default.
- W1970904088 type Work @default.
- W1970904088 sameAs 1970904088 @default.
- W1970904088 citedByCount "6" @default.
- W1970904088 countsByYear W19709040882012 @default.
- W1970904088 countsByYear W19709040882014 @default.
- W1970904088 countsByYear W19709040882018 @default.
- W1970904088 countsByYear W19709040882020 @default.
- W1970904088 countsByYear W19709040882021 @default.
- W1970904088 crossrefType "journal-article" @default.
- W1970904088 hasAuthorship W1970904088A5027257599 @default.
- W1970904088 hasAuthorship W1970904088A5061430229 @default.
- W1970904088 hasConcept C127413603 @default.
- W1970904088 hasConcept C192562407 @default.
- W1970904088 hasConcept C66938386 @default.
- W1970904088 hasConcept C85476182 @default.
- W1970904088 hasConceptScore W1970904088C127413603 @default.
- W1970904088 hasConceptScore W1970904088C192562407 @default.
- W1970904088 hasConceptScore W1970904088C66938386 @default.
- W1970904088 hasConceptScore W1970904088C85476182 @default.
- W1970904088 hasLocation W19709040881 @default.
- W1970904088 hasOpenAccess W1970904088 @default.
- W1970904088 hasPrimaryLocation W19709040881 @default.
- W1970904088 hasRelatedWork W1675890809 @default.
- W1970904088 hasRelatedWork W181294392 @default.
- W1970904088 hasRelatedWork W2000554982 @default.
- W1970904088 hasRelatedWork W2140438818 @default.
- W1970904088 hasRelatedWork W2376769151 @default.
- W1970904088 hasRelatedWork W2464282686 @default.
- W1970904088 hasRelatedWork W2888968085 @default.
- W1970904088 hasRelatedWork W2899084033 @default.
- W1970904088 hasRelatedWork W2943414620 @default.
- W1970904088 hasRelatedWork W3112949571 @default.
- W1970904088 hasVolume "71" @default.
- W1970904088 isParatext "false" @default.
- W1970904088 isRetracted "false" @default.
- W1970904088 magId "1970904088" @default.
- W1970904088 workType "article" @default.