Geometrically nonlinear flexibility-based frame finite element

Journal of Structural Engineering

Volumn 124, Issue 6, 1998, Pages 704-711

  Neuenhofer, Ansgar ^a   Filippou, Filip C ^b  

^a Imbsen and Associates Inc   (United States)

^b Berkeley   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STIFFNESS; STRUCTURAL ANALYSIS;

STIFFNESS BASED ELEMENTS;

STRUCTURAL FRAMES;

EID: 0032095836     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:6(704)     Document Type: Article

References (8)

1. Backlund, J, (1974). "Large deflection analysis of elasto-plastic beams and frames." Int. J. Mech. Sci., 18, 269-277.
2. Bathe, K. J. (1996). Finite element procedures. Prentice Hall, Englewood Cliffs, N.J.
3. Carol, I., and Murcia, J. (1989). "Nonlinear time-dependent analysis of planar frames using an 'exact' formulation - I: Theory." Comp. and Struct., 33, 79-87.
4. Chen, W. F., and Liu, E. M. (1991). Stability design of steel frames. CRC Press, Boca Raton, Fla.
5. Crisfield, M. A. (1991). Non-linear finite element analysis of solids and structures. John Wiley & Sons, Chichester, U.K.
6. Elias, Z. M. (1986). Theory and methods of structural analysis. John Wiley & Sons, Chichester, U.K.
7. Neuenhofer, A., and Filippou, F. C. (1997). "Evaluation of nonlinear frame finite-element models." J. Struct. Engrg., ASCE, 123, 958-966.
8. Spacone, E., Ciampi, V., and Filippou, F. C. (1996). "Mixed formulation of nonlinear beam finite element." Comp. and Struct., 58, 71-83.