A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Tangent stiffness matrix for space frame members
Derivation of 12 by 12 tangent stiffness matrix for space frame member with constant cross-section; member end forces are expressed in coordinate axes of deformed geometry of member in terms of total end displacements; then, in accordance with Taylor expansion method, stiffness influence coefficients are obtained as partial derivatives of force vector with respect to each one of 12 member end displacements; numerical results are included to demonstrate efficiency of tangent stiffness matrix. (35362)
Tangent stiffness matrix for space frame members
Derivation of 12 by 12 tangent stiffness matrix for space frame member with constant cross-section; member end forces are expressed in coordinate axes of deformed geometry of member in terms of total end displacements; then, in accordance with Taylor expansion method, stiffness influence coefficients are obtained as partial derivatives of force vector with respect to each one of 12 member end displacements; numerical results are included to demonstrate efficiency of tangent stiffness matrix. (35362)
Tangent stiffness matrix for space frame members
ASCE J Struct Div
Tezcan, S.S. (author) / Mahapatra, B.C. (author)
1969
14 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Tangent stiffness matrix for space frame members with both member and joint imperfections
| British Library Conference Proceedings | 1993
Exact Tangent Stiffness for Imperfect Beam-Column Members
| Online Contents | 2001
Exact Tangent Stiffness for Imperfect Beam-Column Members
| British Library Online Contents | 2000
TECHNICAL PAPERS - Tangent Stiffness Equations for Laterally Distributed Loaded Members
| Online Contents | 1999
TECHNICAL PAPERS - Exact Tangent Stiffness for Imperfect Beam-Column Members
| Online Contents | 2000