Elastoplastic analysis of steel members and frames subjected to cyclic loading

Engineering Structures

Volumn 22, Issue 2, 2000, Pages 135-145

  Usami, Tsutomu ^a   Gao, Shengbin ^a   Ge, Hanbin ^a  

^a NAGOYA UNIVERSITY   (Japan)

Author keywords

Buckling mode; Cyclic loading; Ductility formula; Elastoplastic large displacement; Portal frame; Steel compression member; Two surface plasticity model

Indexed keywords

BRIDGE PIERS; BUCKLING; COMPRESSION TESTING; CYCLIC LOADS; DUCTILITY; ELASTOPLASTICITY; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STRAIN HARDENING; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; STRUCTURAL MEMBERS;

COMPRESSION MEMBERS; PORTAL FRAMES;

STEEL STRUCTURES;

EID: 0033990137     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(98)00103-5     Document Type: Article

References (19)

1. Maison B.F., Popov E.P. Cyclic response prediction for braced steel frames. J Struct Engng, ASCE. 106(7):1980;1401-1416.
2. Shibata M., Wakabayashi M. Mathematical expression of hysteretic behavior of braces, Part 2. Application to dynamic response analysis. Trans of the Architectural Institute of Japan. 320:1982;29-35.
3. Boutros M.K. Nonlinear SDOF element for hysteretic analysis of pinned braces. J Engng Mech, ASCE. 117(5):1991;941-953.
4. Usami T, Mizutani S, Aoki T, Itoh Y. Steel and concrete-filled steel compression members under cyclic loading. In: Fukumoto Y, Lee GC, editors. Stability and ductility of steel structures under cyclic loading. Boca Raton, FL: CRC Press, 1992:123-138.
5. Clarke MJ. Plastic-zone analysis of frames. In: Chen WF, Toma S, editors. Advanced analysis of steel frames. Boca Raton, FL: CRC Press, 1994:259-319.
6. Dafalias Y.F., Popov E.P. A model of nonlinear hardening materials for complex loading. Acta Mech. 21:1975;173-192.
7. Shen C., Tanaka Y., Mizuno E., Usami T. A two-surface model for steels with yield plateau. J Struct Engng/Earthquake Engng, JSCE. 8(4):1992;179-188.
8. Shen C., Mamaghani I.H.P., Mizuno E., Usami T. Cyclic behavior of structural steels, II. Theory. J Engng Mech, ASCE. 121(11):1995;1165-1172.
9. Mamaghani I.H.P., Usami T., Mizuno E. Inelastic large deflection analysis of structural steel members under cyclic loading. Engng Struct. 18(9):1996;659-668.
10. Banno S., Mamaghani I.H.P., Usami T., Mizuno E. Cyclic elastoplastic large deflection analysis of thin steel plates. J Engng Mech, ASCE. 124:1998;4.
11. Nishikawa K., Yamamoto S., Natori T., Terao K., Yasunami H., Terada M. An experimental study on improvement of seismic performance of existing steel bridge piers. J of Struct Engng, JSCE. 42A:1996;975-986.
12. ABAQUS/Standard User's Manual, Ver 5.5, Vols I & II. Hibbitt, Karlsson & Sorensen, Pawtucket, RI, 1995.
13. Usami T, editor. Interim guidelines and new technologies for scismic design of steel structures. Japan: Committee on New Technology for Steel Structures (CNTSS), Tokyo, JSCE, 1996 (in Japanese).
14. JRA 90'. Specification for highway bridges, Part II. Steel bridges. Tokyo: Japan Road Association, 1990 (in Japanese).
15. Ge H.B., Usami T. Cyclic tests of concrete-filled steel box columns. J Struct Engng, ASCE. 122(10):1996;1169-1177.
16. Gao S.B., Usami T., Ge H.B. Ductility of steel short cylinders in compression and bending. J Engng Mech, ASCE. 124(2):1998;176-183.
17. Usami T, Galambos TV. Eccentrically loaded single angle columns. International Association for Bridge and Structural Engineering, Zurich, 1971:153-184.
18. Wakabayashi M., Nonaka T., Koshiro O., Yamamoto N. An experiment on the behavior of a steel bar under repeated axial loading. Disaster Preventation Research Institute Annuals. 14A:1972;371-381.
19. Toma S., Chen W.F. Calibration frames for second-order inelastic analysis in Japan. J Construct Steel Research. 28:1994;51-77.