Incrementally small-deformation theory for nonlinear analysis of structural frames

Engineering Structures

Volumn 24, Issue 6, 2002, Pages 783-798

  Yang, Y B ^a   Kuo, S R ^b   Wu, Y S ^a  

^a NATIONAL TAIWAN UNIVERSITY   (Taiwan)

^b NATIONAL TAIWAN OCEAN UNIVERSITY   (Taiwan)

Author keywords

Nonlinear analysis; Postbuckling analysis; Rigid body; Structural frame

Indexed keywords

NUMERICAL ANALYSIS; STIFFNESS MATRIX; STRAIN;

ROTATIONAL BEHAVIOR;

STRUCTURAL FRAMES;

FRAME;

EID: 0036605716     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00007-X     Document Type: Article

References (12)

1. Consistent frame buckling analysis by finite element method
2. Frame buckling analysis with full consideration of joint compatibilities
3. On large displacement small strain analysis of structures with rotational degrees of freedom
4. On the geometrical stiffness of a beam in space a consistent v.w. approach
5. Stiffness matrix for geometric nonlinear analysis
6. Joint rotation and geometric nonlinear analysis
7. One one-dimensional large-displacement finite-strain beam theory
8. Rigid body motion test for nonlinear analysis with beam elements
9. Solution method for nonlinear problems with multiple critical points