Ductility and load carrying capacity prediction of steel beam-to-column connections under cyclic reversal loading

Journal of Earthquake Engineering

Volumn 1, Issue 2, 1997, Pages 401-432

  Bernuzzi, Claudio ^a   Calado, Luts ^b   Castiglioni, Carlo A ^c  

^a UNIVERSITY OF TRENTO   (Italy)

^b UNIVERSITY OF LISBON   (Portugal)

^c POLITECNICO DI MILANO   (Italy)

Author keywords

Cyclic reversal loading; Damage model; Ductility; Failure criterion; Load carrying capacity; Steel beam to column joints

Indexed keywords

EID: 21744439874     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632469708962373     Document Type: Article

References (23)

1. Astaneh, A., Nader, M. and Malik, L. [1989] “Cyclic behaviour of double web angle connections,” J. Structural Engineering 115(5), 1101-1118.
2. ATC [1992] Applied Technology Council, “Guidelines for cyclic testing of components of steel structures,” ATC No. 24.
3. Azizinamini, A. and Radziminski, J. B. [1989] “Static and cyclic performance of semirigid steel beam-to-columns connections,” ASCE, J. Structural Engineering 115(12), 2979-2999.
4. Ballio, G., Calado, L., De Martino, A., Faella, C. and Mazzolani, F. M. [1987] “Cyclic behaviour of steel beam-to-column joints, experimental research,” Costruzioni Metalliche No. 2, pp. 69-90.
5. Ballio, G. and Castiglioni, C. A. [1995] “A unified approach for the design of steel structures under low and high cycle fatigue,” J. Constructional Steel Research 34, 75-101.
6. Bernuzzi, C., Calado, L. and Castiglioni, C. A. [1997] “Experimental research on cyclic behaviour of steel beam-to-column connections,” to be presented at the 5th International Colloquium on Stability and Ductility of Steel Structures, Nagoya, Japan.
7. Bernuzzi, C., Zandonini, R. and Zanon, P. [1996] “Experimental analysis and modelling of semi-rigid steel joints under cyclic reversal loading,” J. Constructional Steel Research 38(2), 95-123.
8. Bjorhovde, R. and Colson, A. [1991] “Economy of semi-rigid frame design,” in Connect tions in Steel Structures II: Behaviour, Strength and Design Bjorhovde, R., Colson, A., Haaijer, G. and Stark, J. W. B. eds. (American Institute of Steel Construction), pp. 418-430.
9. Calado, L. and Avezedo, J. [1989] “A model for predicting failure of structural steel elements,” J. Constructional Steel Research 14, 41-64.
10. Calado, L. and Castiglioni, C. A. [1995] “Low cycle fatigue testing of semi-rigid beam-to- column connections,” 3rd Int. Workshop on Connections in Steel Structures, Trento, pp. 371-380.
11. Calado, L., Mid Castiglioni, C. A. [1996] “Steel beam-to-column connections under low- cycle fatigue experimental and numerical research," Proc. the XI World Conference on Earthquake Engineering, Acapulco.
12. CEN (1994) European Committee for Standardisation, "ENV 1993-1-1 Eurocode 3: Design of steel structures — Part 1: General rales and rules for buildings."
13. Cosenza, E., Greco, C., Manfredi, R., Marino, R and Pecce, M. (1994) “Monotonic and cyclic behaviour of high strength concrete reinforced beams,” X European Conference on Earthquake Engineering, Vienna.
14. Cosenza, E. and Manfredi, G. [1992] "Seismic analysis and degrading models by means of damage functions concept," in Nonlinear Seismic Analytic and Design of Reinforced Concrete Buildings, Fajfar, P. and Krawinkler, H. eds. (Elsevier Applied Science), pp. 77-93.
15. ECCS [1986] European Convention for Constructional Steelworks, “Recommended testing procedures for assessing the behaviour of structural elements under cyclic loads,” Technical Committee 1, TWG 1.3 — Seismic Design, Publ. No. 45.
16. ECCS [1992] European Convention for Constructional Steelworks, “Analysis and design of steel frames with semi-rigid joints," Publ. No. 67, p. 281.
17. Ghobarah, A., Korol, R. M. and Osman, A. [1992] “Cyclic behaviour of extended end-p!ate joints,” ASCE, J. Structural Engineering, 118(5), 1333-1353.
18. Krawinkler, H. and Zohrei, M. [1983] “Cumulative damage model in steel structures subjected to earthquake ground motion," Computers & Structures 16(1-4), 531-541.
19. Mander, J. B., Chen, S. S. and Pekcan, G. [1994a] “Low-cycle variable amplitude fatigue modelling of top-and-scat angle connections," AISC, Engineering Journal (Second quarter), 54-62.
20. Mander, J. B., Chen, S. S. and Pekcan, G. [1994b] “Low-cycle fatigue behaviour of semirigid top-and-seat angle connections" AISC, Engineering Journal (Third quarter), 111-122.
21. Mazzolani, F. M. and Piluso, V. [1996] "Stability issues in seismic design of rigid and semi-rigid frames,” 5th International Colloquium, Structural Stability Research Council (SSRC), Chicago.
22. Miner, M. A. [1945] “Cumulative damage in fatigue," Trans. ASME, J. Applied Mechanics 67, A159-A164.
23. Plumier, A. [1996] "Behaviour of connections," J. Constructional Steel Research 38(2), 95-123.