A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Vierendeel bents with nonprismatic members
Inclined chord bents with members of variable section are analyzed by means of modified moment-distribution procedure in which equilibrium between internal forces in chord members and external forces is maintained throughout entire distribution operation; solution is obtained directly with aid of relatively simple expressions for fixed-end moments, stiffnesses and carryover factors.
Vierendeel bents with nonprismatic members
Inclined chord bents with members of variable section are analyzed by means of modified moment-distribution procedure in which equilibrium between internal forces in chord members and external forces is maintained throughout entire distribution operation; solution is obtained directly with aid of relatively simple expressions for fixed-end moments, stiffnesses and carryover factors.
Vierendeel bents with nonprismatic members
ASCE -- Proc (J Structural Div)
Lee, S.L. (author) / Wiesinger, F.P. (author)
1959
20 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Moment-distribution method for Vierendeel bents and girders with inclined chords
| Engineering Index Backfile | 1958
Stability of nonprismatic members
| Elsevier | 1981
Accurate Stiffness Matrix for Nonprismatic Members
| Online Contents | 2007
Accurate Stiffness Matrix for Nonprismatic Members
| British Library Online Contents | 2007
Behavior and Modeling of Nonprismatic Members Having T-Sections
| Online Contents | 2001