Non-linear analysis of steelconcrete composite frames with full and partial shear connection subjected to seismic loads

Journal of Constructional Steel Research

Volumn 61, Issue 1, 2005, Pages 67-92

  Bursi, Oreste S ^a   Sun, Fei Fei ^a   Postal, Stefano ^a  

^a UNIVERSITY OF TRENTO   (Italy)

Author keywords

Composite frame; Composite member; Degradation; Effective breadth; Low cycle fatigue; Partial shear connection

Indexed keywords

COMPUTER SIMULATION; DEGRADATION; DUCTILITY; DYNAMICS; ENERGY DISSIPATION; FAILURE (MECHANICAL); FINITE ELEMENT METHOD; SHEAR STRENGTH; STEEL BEAMS AND GIRDERS; STRUCTURAL FRAMES;

COMPOSITE FRAMES; COMPOSITE MEMBER; EFFECTIVE BREADTH; LOW-CYCLE FATIGUE; PARTIAL SHEAR CONNECTION;

STEEL STRUCTURES;

EID: 4544296542     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2004.06.002     Document Type: Article

References (30)

1. R.T. Leon Analysis and design problems for PR composite frames subjected to seismic loads Engineering Structures 20 46 1998 364 371
2. M.J.S. Hirst, and M.F. Yeo The analysis of composite beams using standard finite element programs Computers Structures 11 1980 233 237
3. A.G. Razaqpur, and M. Nofal A finite element for modeling the nonlinear behavior of shear connectors in composite structures Computers Structures 32 1 1989 169 174
4. W.M. Sebastian, and R.E. McConnel Nonlinear FE analysis of steelconcrete composite structures Journal of Structural Engineering, ASCE 126 6 2000 662 674
5. Y. Arizumi, S. Hamada, and T. Kajita Elasticplastic analysis of composite beams with incomplete interaction by finite element method Computers Structures 14 56 1981 453 462
6. B.J. Daniels, and M. Crisinel Composite slab behaviour and strength analysis. Part I: calculation procedure Journal of Structural Engineering, ASCE 119 1 1993 16 35
7. L.X. Fang, S.L. Chan, and Y.L. Wong Numerical analysis of composite frames with partial shear-stud interaction by one element per member Engineering Structures 22 2000 1285 1300
8. M.R. Salari, and E. Spacone Analysis of steelconcrete composite frames with bond-slip Journal of Structural Engineering, ASCE 127 11 2001 1243 1250
9. A. Ayoub, and F.C. Filippou Mixed formulation of nonlinear steelconcrete composite beam element Journal of Structural Engineering, ASCE 126 3 2000 371 381
10. G. Fabbrocino, G. Manfredi, and E. Cosenza Analysis of continuous composite beams including partial interaction and bond Journal Structural Engineering, ASCE 126 11 2000 1288 1294
11. C.J. Zaremba Strength of steel frames using partial composite girders Journal of Structural Engineering, ASCE 114 8 1988 1741 1760
12. X. Wang, and F.G. Rammerstorfer Determination of effective breadth and effective width of stiffened plates by finite strip analyses Thin-Walled Structures 26 4 1996 261 286
13. prEN 1998-1. Eurocode 8: Design of structures for earthquake resistance. Part 1: General rules, seismic actions and rules for buildings, CEN, European Committee for Standardization, Brussels, Belgium; 2002
14. ABAQUS users manualversion 6.2.4 2001 Hibbit, Karlsson Sorenson Pawtucket (RI)
15. Campbell S, Powell GH, Prakash V. DRAIN-3DX Base program description and user guide. Report No. UCB/SEMM-94/07; 1994
16. O.S. Bursi, and G. Gramola Behaviour of composite substructures with full and partial shear connection under quasi-static cyclic and pseudo-dynamic displacements Materials and Structures, RILEM 33 2000 154 163
17. J.F. Hajjar, R.J. Dexter, D. Lee, S. Cotton, S. Opard, and Y. Ye Seismic detailing of column stiffeners in steel moment-resisting connections Proc. of the fourth int. conf. on the behaviour of steel structures in seismic areas-STESSA 2003 912 June, Naples 2003 307 312
18. O.S. Bursi, and G. Gramola Behaviour of headed shear connectors under low-cycle high amplitude displacements Materials and Structures, RILEM 32 1999 290 297
19. ECCS-109, Design of composite joints for buildings. Technical Committee 11Composite Structures. ECCS; 1999
20. prEN 1994-1, Eurocode 4: Design of composite steel and concrete structures. Part 1: General rules for buildings. CEN; 2001
21. R. Zandonini, and O.S. Bursi Cyclic behavior of headed stud shear connectors Composite construction in steel and concrete IV ASCE, Banff, Canada 2002 470 482
22. W.F. Chen Plasticity in reinforced concrete 1982 McGraw-Hill New York p. 270
23. N.J. Stevens, S.M. Uzumeri, M.P. Collins, and G.T. Will Constitutive model for reinforced concrete finite element analysis ACI Structural Journal 88 1 1991 49 59
24. J.B. Mander, M.J.N. Priestley, and R. Park Theoretical stressstrain model for confined concrete Journal of Structural Engineering, ASCE 114 8 1988 1804 1826
25. A. Hilleborg, M. Moder, and P.E. Peterson Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements Cement and Concrete Research 6 1976 773 782
26. J.T. Katsikadelis, and E.J. Sapountzakis A realistic estimation of the effective breadth of ribbed plates International Journal of Solids and Structures 39 2002 897 910
27. H. Krawinkler Shear in beamcolumn joints in seismic design of steel frames Engineering Journal, AISC 5 3 1978 82 91
28. prEN 1993-1. 2000. Eurocode 3: Design of steel structures. Part 1: General rules for buildings, CEN; 2000
29. O.S. Bursi, and R. Zandonini Non-linear analysis of full and partial shear connection composite substructures Composite construction in steel and concrete IV ASCE, Banff, Canada 2002 249 261
30. A.K. Chopra Dynamics of structures: theory and applications to earthquake engineering 2nd ed. 2001 Prentice-Hall Upper Saddle River (NJ)