A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Problem is formulated in matrix form, using principle of virtual work with displacements or forces as unknowns; method is especially suitable for high speed digital computers; it is concluded that, for such structures, analyzed in terms of matrix formulation, displacement method has great advantage over force method.
Problem is formulated in matrix form, using principle of virtual work with displacements or forces as unknowns; method is especially suitable for high speed digital computers; it is concluded that, for such structures, analyzed in terms of matrix formulation, displacement method has great advantage over force method.
Matrix analysis of plane rigid frames
ASCE -- Proc (J Structural Div)
Filho, F.V. (author)
1960
14 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Matrix Analysis of Plane Rigid Frames
| ASCE | 2021
Semi-Rigid Connections Analysis in Plane Frames
| British Library Conference Proceedings | 2002
Engineering Index Backfile | 1942
Non-linear Analysis of Steel Plane Frames with Semi-rigid Connections
| British Library Conference Proceedings | 1998