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Yield surface applications in nonlinear steel frame analysis. (English) Zbl 0478.73057


MSC:

74S05 Finite element methods applied to problems in solid mechanics
74K10 Rods (beams, columns, shafts, arches, rings, etc.)
74E30 Composite and mixture properties
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References:

[1] Gross, J. L.; Mutryn, T. A.; McGuire, W., Computer graphics and nonlinear frame analysis, (Proc. Seventh Conf. on Electronic Computation (1979), ASCE: ASCE St. Louis, MO)
[2] Gross, J. L.; Mutryn, T. A.; McGuire, W., Computer graphics in nonlinear design problems, Canad. J. Civil Engrg., 6, 97-111 (1979)
[3] McGuire, W., Interactive computer graphics and the design of steel frames, (First Symp. on Metal Structures, Mexican Society of Structural Engineers. First Symp. on Metal Structures, Mexican Society of Structural Engineers, Queretaro Mexico (1978)), presented at the
[4] Gattass, M.; Orbison, J. G.; Pesquera, C. I.; Schulman, M. A.; Mcguire, W.; Abel, J. F., Interactive graphics dynamic analysis of frames, (Proc. Second Specialty Conf. on Dynamic Response of Structures (1981), ASCE/EMD: ASCE/EMD Atlanta, GA)
[5] Morris, G. A.; Fenves, S. J., Elastic-plastic analysis of frameworks, (J.Struct. Div, 96 (1970), ASCE), 931-946, 5
[6] Wen, R. K.; Farhoomand, F., Dynamic analysis of inelastic space frames, J.Engrg.Mech. Div, 96, 5, 667-686 (1970), ASCE
[7] Nigam, N. C., Yielding in framed structures under dynamic loads, (J.Engrg.Mech. Div., 96 (1970), ASCE), 687-709, 5
[8] Porter, F. L.; Powell, G. H., Static and dynamic analysis of inelastic frame structures, (Rept. No. EERC 71-3, Earthquake Engrg. Res. Center (1971), University of California: University of California Berkeley, CA)
[9] Pesquera, C. I., An interactive graphics preprocessor for three-dimensional framed structures, (M.S. Thesis (1981), Cornell University: Cornell University Ithaca, NY)
[10] Argyris, J. H.; Hilpert, O.; Malejannakis, G. A.; Scharpf, D. W., On the geometrical stiffness of a beam in space—A consistent V.W. approach, Comput. Meths. Appl. Mech. Engrg., 20, 105-131 (1979) · Zbl 0419.73074
[11] Drucker, D. C., A more fundamental approach to plastic stress-strain relations, (Proc. First U.S. National Congress of Applied Mechanics. Proc. First U.S. National Congress of Applied Mechanics, Chicago IL (1951)), 487-491
[12] Manual of Steel Construction (1978), American Institute of Steel Construction: American Institute of Steel Construction New York
[13] Chen, W. F.; Atsuta, T., Space Behaviour and Design, (Theory of Beam-Columns, Vol. 2 (1977), McGraw-Hill: McGraw-Hill New York)
[14] Row, D. G.; Powell, G. H.; Mondkar, D. P., 2D beam-column element (Type 5—Parallel element theory) for the ANSR-II Program, (Rept. No. UCB/EERC-79/30 (1979), Earthquake Engrg. Res. Center, University of California: Earthquake Engrg. Res. Center, University of California Berkeley, CA)
[15] Krieg, R. O.; Krieg, O. B., Accuracies of numerical solution methods for the elastic-perfectly plastic model, (J. Pressure Vessel Tech., 99 (1977), ASME), 510-515, 4
[16] Desai, C. S.; Abel, J. F., Introduction to the Finite Element Method (1972), Van Nostrand-Reinhold: Van Nostrand-Reinhold New York
[17] Chen, W. F.; Davidson, H. L., Large deformation response of clay to loads, (Finite Elements in Nonlinear Mechanics, Vol. 2 (1978), Tapir: Tapir Trondheim), 487-511 · Zbl 0409.73089
[18] Yarimci, E., Incremental inelastic analysis of framed structures and some experimental verifications, (Fritz Engineering Laboratory Rept. No. 273.45 (1966), Lehigh University: Lehigh University Bethlehem, PA)
[19] Weaver, W.; Nelson, M. F., Three-dimensional analysis of tier buildings, (J.Struct. Div., 92 (1966), ASCE), 385-404, 6
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