Beam-Column Modeling
Publication: Journal of Engineering Mechanics
Volume 121, Issue 12
Abstract
Two beam-column element models are compared for nonlinear planar problems in structural engineering using steel members. These problems deal with moment amplification in a slender column, hysteretic buckling and tensile yield of a brace, cyclic loading of a cantilever beam, and response of a frame to a harmonic ground motion of increasing amplitude. The models studied include one of the plastic-hinge type and one of the fiber type. The former is more computationally efficient than the latter, but the fiber element includes residual stresses and better represents features of the yielding process. These additional features of the fiber element proved to be most important when modeling collapse of a slender column, hysteretic brace behavior, and cyclic flexure under large axial load. Agreement between the two models for the frame problem was reasonably good, including the level of ground motion at which collapse occurred.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Allahabadi, R., and Powell, G. H. (1988). “DRAIN-2DX user guide.”Rep. No. UCB/EERC-88/06, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
2.
Bathe, K.-J. (1982). Finite element procedures in engineering analysis . Prentice-Hall, Inc., Englewood Cliffs, N.J.
3.
Bertero, V. V., Anderson, J. C., and Krawinkler, H. (1994). “Performance of steel building structures during the Northridge Earthquake.”Rep. No. UCB/EERC-94/09, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
4.
Black, R. G., Wenger, W. A., and Popov, E. P. (1980). “Inelastic buckling of steel struts under cyclic load reversals.”Rep. No. UCB/EERC-80/40, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
5.
Challa, V. R. (1992). “Nonlinear seismic behavior of steel planar moment-resisting frames.”Rep. No. EERL 92-01, Earthquake Engrg. Res. Lab., California Inst. of Technol., Pasadena, Calif.
6.
Challa, V. R. M., and Hall, J. F.(1994). “Earthquake collapse analysis of steel frames.”Earthquake Engrg. and Struct. Dynamics, 23(11), 1199–1218.
7.
Ikeda, K., Mahin, S. A., and Dermitzakis, S. N. (1984). “Phenomenological modeling of steel braces under cyclic loading.”Rep. No. UCB/EERC 84-09, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
8.
Kaba, S. A., and Mahin, S. A. (1984). “Refined modelling of reinforced concrete columns for seismic analysis.”Rep. No. UCB/EERC 84-03, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
9.
Kassimali, A.(1983). “Large deformation analysis of elastic-plastic frames.”J. Struct. Div., ASCE, 109(8), 1869–1886.
10.
Kent, D. C. (1969). Inelastic behaviour of reinforced concrete members with cyclic loading . Univ. of Canterbury, Christchurch, New Zealand.
11.
Ketter, R. L.(1961). “Further studies of the strength of beam-columns.”J. Struct. Div., ASCE, 87(6), 135–152.
12.
Mark, K. M. S. (1976). “Nonlinear dynamic response of reinforced concrete frames.”Res. Rep. R76-38, Dept. of Civ. Engrg., Massachusetts Inst. of Technol., Cambridge, Mass.
13.
Oran, C.(1973). “Tangent stiffness in plane frames.”J. Struct. Div., ASCE, 99(6), 973–985.
14.
Popov, E. P., Bertero, V. V., and Chandramouli, S. (1975). “Hysteretic behavior of steel columns.”Rep. No. EERC 75-11, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
15.
Popov, E. P., and Petersson, H.(1978). “Cyclic metal plasticity: experiments and theory.”J. Engrg. Mech. Div., Proc., ASCE, 104(6), 1371–1388.
16.
Przemieniecki, J. S. (1968). Theory of matrix structural analysis . McGraw-Hill Book Co., New York, N.Y.
17.
Salmon, C. G., and Johnson, J. E. (1980). Steel structures, 2nd Ed., Harper and Row, New York, N.Y.
18.
Tsai, K.-C., and Popov, E. P. (1988). “Steel beam-column joints in seismic moment resisting frames.”Rep. No. UCB/EERC 88-19, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
Information & Authors
Information
Published In
Copyright
Copyright © 1995 American Society of Civil Engineers.
History
Published online: Dec 1, 1995
Published in print: Dec 1995
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.