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Design of Connections

  • L. Calado
Conference paper
Part of the International Centre for Mechanical Sciences book series (CISM, volume 420)

Abstract

The use of steel connections is inherent of every structural steel building, whether it is of one story or one hundred stories. Therefore, the beam-to-column connection, because of its importance to all construction, is significant both economically and structurally. Savings in connection costs as well as improved connection quality has an impact on all types of buildings. Because of the repetitive nature of the connections, even minor material or labour savings in one connection is compounded and expanded throughout the entire building. It is important, then, for a design engineer to understand the behaviour of the connection, not only from the point-of-view of the connection as a structural element, but also from the point-of-view of the connection as a part of the complete structural system.

Keywords

Damage Accumulation Plastic Hinge Cyclic Behaviour Moment Capacity Panel Zone 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

  1. Agatino, M. R., Bemuzzi, C., Castiglioni, C. A., and Calado, L., (1997), Ductility and strength of structural steel joints under low-cycle fatigue, Proceedings of the XVI Congresso C.T.A. — Collegio dei Tecnici dell Acciaio, Ancona, Italy.Google Scholar
  2. ANSI/ASTM E466–76, (1977), Standard recommended practice for constant axial fatigue tests on metallic materials, Annual Book of ASTM Standards, Part 10, American Society for Testing and Materials (ASTM), Philadelphia, U.S.A.Google Scholar
  3. Astaneh-Asl, A. (1995). Seismic design of bolted steel moment-resisting frames. Steel Tips, Structural Steel Educational Council, Moraga, California, U.S.A.Google Scholar
  4. Ballio, G., and Castiglioni, C. A., (1995), A unified approach for the design of steel structures under low and high cycle fatigue, Journal of Constructional Steel Research, Vol. 34.Google Scholar
  5. Ballio, G., Calado, L., and Castiglioni, C. A., (1997), Low cycle fatigue behaviour of structural steel members and connections, Fatigue and Fracture of Engineering Materials and Structures, Vol. 20, N° 8.Google Scholar
  6. Bannantine, J., Corner, J., and Handrock, J., (1990), Fundamentals of metal fatigue analysis, Prentice-Hall.Google Scholar
  7. Barbaglia P., (1998), Low-cycle fatigue behaviour of welded steel beam-to-column connections, Laurea Thesis, Politecnico di Milano, Italy.Google Scholar
  8. Bjorhovde, R., Colson, A., and Brozzetti, J., (1990) Classification system for beam-to-column connections. Journal of Structural Engineering, ASCE, Vol. 116.Google Scholar
  9. Brito, A., (1999), Semi-rigid steel connections: cyclic behaviour analysis, MSc Thesis, Institute Superior Técnico, Lisbon, Portugal. (in Portuguese)Google Scholar
  10. Calado, L., and Azevedo, J., (1989), A model for predicting failure of structural steel elements, Journal of Constructional Steel Research, Vol. 14.Google Scholar
  11. Calado, L., Castiglioni, C. A., Barbaglia, E, and Bemuzzi, C., (1998), Procedure for the assessment of low-cycle fatigue resistance for steel connections, Proceedings of the International Conference on Control of the Semi-Rigid Behaviour of Civil Engineering Structural Connections, Liege, Belgium.Google Scholar
  12. Calado, L., De Matteis, G., Landolfo, R., and Mazzolani, F. M., (1999a), Cyclic behaviour of steel beam-to-column connections: interpretation of experimental results, Proceedings of the s International Colloquium on Stability and Ductility of Steel Structures - SDSS’99, Timisoara, Romania.Google Scholar
  13. Calado, L., Mele, E., and De Luca, A., (1999b). Experimental investigation on the cyclic behaviour of welded beam-to-column connections. Proceedings 7 71 European Conference on Steel Structures, Praha, Czech Republic.Google Scholar
  14. Calado, L., and Mele, E., (2000), Experimental behaviour of steel beam-to-column joints: fully welded vs bolted connections, Proceedings of the 12 6 World Conference on Earthquake Engineering, Auckland, New Zealand.Google Scholar
  15. Castiglioni, C. A., and Calado, L., (1996), Seismic damage assessment and failure criteria for steel members and connections, Proceedings of the International Conference on Advances in Steel Structures, Hong Kong.Google Scholar
  16. Chen, W, and Lui, E., (1991), Stability design of steel frames, CRC Press, Boca Raton.Google Scholar
  17. Coffin, L. F., (1954), A study on the effect of cyclic thermal stresses on a ductile metals, Transaction of the American Society of Mechanical Engineers, ASME, Vol. 76.Google Scholar
  18. Della Corte, G., De Matteis, G., and Landolfo, R. (1999), A mathematical model interpreting the cyclic behaviour of steel beam-to-column joints. Proceedings of the XVII Congresso C. T.A. — Collegio dei Tecnici dell Acciaio, Napoli, Italy.Google Scholar
  19. De Martino, A., Faella, C., and Mazzolani, F. M., (1988), Simulation of beam-to-column joint behavior under cyclic loads. Costruzioni Metalliche, N°6.Google Scholar
  20. De Matteis, G., Landolfo, R., and Calado, L., (2000), Cyclic behaviour of semi-rigid angle connections: a comparative study of tests and modelling, Proceedings of the 3 d International Conference on the Behaviour of Steel Structures in Seismic Areas - STESSA 2000, Montreal, Canada.Google Scholar
  21. De Stefano, M., De Luca, A., and Astaneh-Asl, A., (1994), Modelling of cyclic moment-rotation response of double-angle connections, Journal of Structural Engineering, ASCE, Vol. 120, N° 1.Google Scholar
  22. Dowling, N., (1993), Mechanical behaviour of materials - engineering methods for deformation, fracture and fatigue,Prentice-Hall International Editions.Google Scholar
  23. ECCS (1986). Seismic design. Recommended testing procedure for assessing the behaviour of structural steel elements under cyclic loads. Technical Committee 1 - Structural Safety and Loadings, TWGI.3 - Report N° 45.Google Scholar
  24. Elnashai, A.S., Elghazouli, A.Y., and Denesh-Ashtiani, F.A., (1998) Response of semirigid steel frames to cyclic and earthquake loads. Journal of Structural Engineering, ASCE, Vol.124, N°. 8.Google Scholar
  25. Eurocode 3 - Design of Steel Structures - Part 1: General Rules and Rules for Buildings,(1994), Commission of the European CommunitiesGoogle Scholar
  26. Eurocode 3, Part 1.1. Rev. Annex J. Joints in building frames,(1997), CEN TC250/SC3–PT9, Ed. Approved Draft: January.Google Scholar
  27. Feldman, M., (1994), Zur Rotationskapazitat vin 1-profilen Statisch und Dynamisch Belasteter Trager, (in German), PhD Thesis, Institute of Steel Construction, RWTH Aachen, Germany.Google Scholar
  28. Giuffré, A. and Pinto, P., (1970), II comportamento del cemento armato per sollecitazioni cicliche di forte intensità, Giornale del Genio Civile, Maggio, Italy.Google Scholar
  29. Hasan, R., Kishi, N., and Chen, W. F., (1998) A new non-linear connection classification system. Journal of Constructional Steel Research, Vol. 47.Google Scholar
  30. International Welding Institute,IIW, JWG XIII-XV, (1994), Fatigue recommendations, Doc. XIII-1539–94/XV845–94, September.Google Scholar
  31. Krawinkler, H. and Mohasseb, S., (1987), Effects of panel zone deformations on seismic response, Journal of Constructional Steel Research, Vol. 8.Google Scholar
  32. Krawinkler, H. and Zohrei, M., (1983), Cumulative damage model in steel structures subjected to earthquake ground motion, Computers and Structures, Vol. 16, N° 1–4.Google Scholar
  33. Kuck, V. J., (1994), The application of the dynamic plastic hinge method for the assessment of limit states of steel structures subjected to seismic loading, (in German), Ph.D. Thesis, Institute of Steel Construction, RWTH Aachen, Germany.Google Scholar
  34. Landgraf, R. W., Morrow, J. D., and Endo, T., (1969), Determination of cyclic stress-strain curve, Journal of Materials, Vol. 4, N° 1, American Society for Testing and Materials (ASTM), Philadelphia, U.S.A.Google Scholar
  35. Leon, R. T., (1997), Seismic Performance of Bolted and Riveted Connections. In Program to Reduce the Earthquake Hazards of Steel Moment Frames Structures,FEMA-288, Report No. SAC-95–09, Sacramento, California, U.S.A.Google Scholar
  36. Madas, P. J., and Elnashai, A. S., (1992), A component-based model for beam-column connections, Proceedings of the I d“ World Conference of Earthquake Engineering, Madrid, Spain.Google Scholar
  37. Manson, S. S., (1954), Behaviour of materials under conditions of thermal stress, National Advisory Commission on Aeronautics: Report 1170, NACA, Cleveland, Lewis Flight Propulsion Laboratory.Google Scholar
  38. Matsuishi, M., and Endo, T., (1968), Fatigue of metals subjected to varying stress, Proceedings of the Japan Society of Mechanical Engineering, March, Fukuoka, Japan.Google Scholar
  39. Menegotto, M., Pinto, P., (1973), Method of analysis for cyclically loaded R. C. plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending, Preliminary Report, Proceedings of the IABSE Symposium- International Association for Bridge and Structural Engineering, Vol. 13, Lisbon, Portugal.Google Scholar
  40. Miner, M. A., (1945), Cumulative damage in fatigue, Trans. ASME, Journal of Applied Mechanics, Vol. 67, pp. A159 - A164.Google Scholar
  41. Nethercot, D. A., Li, T. Q., and Ahmed, B., (1998) Unified classification system for beam-to-column connections. Journal of Constructional Steel Research, Vol. 45.Google Scholar
  42. Palmgren, A., (1924), Durability of ball bearing, ZVDI, Vol. 68, n° 14, pp. 339–341 (in German)Google Scholar
  43. Peeker, E., (1997), Extended numerical modelling of fatigue behaviour, Ph.D. Thesis, Départment de Génie Civil, Ecole Polytecnique Federale de Lausanne, Switzerland.Google Scholar
  44. Proença, J. M., (1996), Seismic behaviour of precast structures, Ph.D. Thesis (in Portuguese), Instituto Superior Técnico, Lisbon, Portugal.Google Scholar
  45. Roeder, C. W., (1998). Design models for moment resisting steel constructions. Proceedings of the Structural Engineering World Wide, San Francisco, U.S.A.Google Scholar
  46. Sedlacek, G., Feldmann, M., and Weynand K., (1995), Safety consideration of Annex J of Eurocode 3, Proceedings of 3rd International Workshop on Connections in Steel Structures, Trento, Italy.Google Scholar
  47. Sines, G., and Waisman, J. L., (1959), Metal fatigue, McGraw-Hill, New York.Google Scholar

Copyright information

© Springer-Verlag Wien 2000

Authors and Affiliations

  • L. Calado
    • 1
  1. 1.Instituto Superior TècnicoLisbonPortugal

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