Beam element formulation and solution procedure for dynamic progressive collapse analysis

Computers and Structures

Volumn 82, Issue 7-8, 2004, Pages 639-651

  Kaewkulchai, Griengsak ^a   Williamson, Eric B ^a  

^a The University of Texas at Austin   (United States)

Author keywords

Building collapse; Damage; Nonlinear analysis; Progressive collapse; Software; Structural dynamics

Indexed keywords

BENDING MOMENTS; BUILDINGS; COMPUTER SOFTWARE; DEFORMATION; DEGRADATION; DEGREES OF FREEDOM (MECHANICS); DYNAMIC LOADS; INTERPOLATION; MATHEMATICAL MODELS; PLASTICITY; ROTATION; STIFFNESS;

BUILDING COLLAPSE; DAMAGE; NONLINEAR ANALYSIS; PROGRESSIVE COLLAPSE; STRUCTURAL DYNAMICS;

STRUCTURAL FRAMES;

EID: 1842610473     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2003.12.001     Document Type: Article

References (29)

1. Breen JE. Research workshop on progressive collapse of building structures: Summary report. HUD-PDR-182, Department of Housing and Urban Development, 1976.
2. Leyendecker EV, Ellingwood BR. Design methods for reducing the risk of progressive collapse in buildings: NBS Building Science Series 98, 1977.
3. Hakuno M., Meguro K. Simulation of concrete-frame collapse due to dynamic loading. J. Eng. Mech. 119(9):1993;1709-1723.
4. Isobe D., Toi Y. Analysis of structurally discontinuous reinforced concrete building frames using the ASI technique. Comput. Struct. 76(4):2000;471-481.
5. International Building Code. USA: International Code Council, 2000.
6. DoD Interim Antiterrorism/Force Protection Construction Standards Progressive Collapse Design Guidance: Department of Defense, 2001.
7. Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects: Central Office of the GSA, 2000.
8. Pretlove A.J., Ramsden M., Atkins A.G. Dynamic effects in progressive failure of structures. Int. J. Impact Eng. 11(4):1991;539-546.
9. Kaewkulchai G, Williamson EB. Dynamic progressive collapse of frame structures. The 15th Engineering Mechanics Division Conference, ASCE, New York, 2002.
10. Malla R.B., Nalluri B. Dynamic effects of member failure on response of truss-type space structures. J. Spacecraft Rockets. 32(3):1995;545-551.
11. Malla R.B., Nalluri B. Dynamic nonlinear member failure propagation in truss structures. Struct. Eng. Mech. 9(2):2000;111-126.
12. Kim KD. Development of analytical models for earthquake analysis of steel moment frames. PhD Dissertation, The University of Texas at Austin, 1995.
13. Park Y.J., Ang A.H.S. Mechanistic seismic damage model for reinforced concrete. J. Struct. Eng. 111(4):1985;722-739.
14. Rao P.S., Sarma B.S., Lakshmanan N., Stangenberg F. Damage model for reinforced concrete elements under cyclic loading. ACI Mater. J. 95(6):1998;682-690.
15. Krawinkler H., Zohrei M. Cumulative damage in steel structures subjected to earthquake ground motions. Comput. Struct. 16(1-4):1983;531-541.
16. Ballio G., Castiglioni C.A. Seismic behavior of steel sections. J. Construct. Steel Res. 29:1994;21-54.
17. Azevedo J., Calado L. Hysteretic behavior of steel members: Analytical models and experimental tests. J. Construct. Steel Res. 29:1994;71-94.
18. Williamson E.B., Hjelmstad K.D. Nonlinear dynamics of a harmonically excited inelastic inverted pendulum. J. Eng. Mech. 127(1):2001;52-57.
19. Cipollina A., Lopez-Inojosa A., Florez-Lopez J. A simplified damage mechanics approach to nonlinear analysis of frames. Comput. Struct. 54(6):1995;1113-1126.
20. Inglessis P., et al. Model of damage for steel frame members. Eng. Struct. 21(10):1999;954-964.
21. Baber T.T., Wen Y.K. Random vibration hysteretic, degrading systems. J. Eng. Mech. 107(6):1981;1069-1087.
22. Williamson E.B. Evaluation of damage and. P - Δ effects for systems under earthquake excitation J Struct Eng-ASCE. 129(3):2003;1036-1046.
23. Moehle JP, Elwood KJ, Sezen H. Gravity load collapse of building frames during earthquakes. Special Publication (SP-197) Uzumeri Symposium, American Concrete Institute, Farmington Hills, MI, 2002.
24. Felton L.P., Nelson R.B. Matrix structural analysis. 1997;Wiley, New York.
25. Newmark N.M. A method of computation for structural dynamics. J. Eng. Mech. 85:1959;67-94.
26. Bathe K.J. Finite element procedures. 1995;Prentice-Hall, New Jersey.
27. Belytschko T., Liu W.K., Moran B. Finite elements for nonlinear continua and structures. 2000;Wiley, New York.
28. Spacone E., Ciampi V., Filippou F.C. Mixed formulation of nonlinear beam finite element. Comput. Struct. 58(1):1996;71-83.
29. Neuenhofer A., Filippou F.C. Evaluation of nonlinear frame finite-element models. J. Struct. Eng. 123(7):1997;958-966.