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Design for Strength (Stability)

  • Giulio Ballio

Abstract

Even though much energy has been devoted to the analysis of stability phenomena, there is still a great deal to be covered before it becomes possible to conclude that stability problems may be considered well understood and should no longer be subjected to research efforts. Different approaches are still used in solving stability problems. We study columns in a different way from that of shells or orthotropic plates. Nevertheless there is a common tendency to a convergence of studies and code formats.

Keywords

Orthotropic Plate International Colloquium Ultimate Limit State Heavy Section Rigid Joint 
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/Bibliography

  1. Aschendorff, K. K., Bernard, A., Buck, O., Mang, P., and Plumier, A., 1983 OVERALL BUCKLING OF HEAVY ROLLED l-SECTION COLUMNS, Proceedings of the Third International Colloquium on Stability of Metal Structures, Toronto, pp. 37–49.Google Scholar
  2. Ballio, G., Finzi, L., Setti, P., and Urbano, C., 1977 CAPACITA’ DI ASTE TUBOLARI COMPRESSE IN ACCIAIO AD ELEVATO LIMITE ELASTICO, Costruzioni Metalliche, No. 2.Google Scholar
  3. Ballio, G. and Campanini, G., 1981 EQUIVALENT BENDING MOMENT FOR BEAM-COLUMNS, The Journal of Constructional Steel Research, Vol. 1, No. 3.Google Scholar
  4. Ballio, G. and Mazzolani, F M., 1983 THEORY AND DESIGN OF STEEL STRUCTURES, Chapman and Hall, London and New York.Google Scholar
  5. Chen, W. F and Lui, E. M., 1983 DESIGN OF BEAM-COLUMNS IN NORTH AMERICA, Proceedings of the Third International Colloquium on Stability of Metal Structures, Toronto, pp. 253–292.Google Scholar
  6. Chen, W. F. and Lui, E. M., 1985 COLUMNS WITH END RESTRAINT AND BENDING IN LOAD AND RESISTANCE DESIGN FACTOR, Engineering Journal, Vol. 22, No. 3.Google Scholar
  7. Commission of the European Communities, 1984 EUROCODE NO. 3-COMMON UNIFIED RULES FOR STEEL STRUCTURESGoogle Scholar
  8. ECCS, 1978 EUROPEAN RECOMMENDATIONS FOR STEEL CONSTRUCTION, European Convention for Constructional Steelwork.Google Scholar
  9. ECCS, 1984 ULTIMATE LIMIT STATE CALCULATION OF SWAY FRAMES WITH RIGID JOINTS, ECCS Publication No. 33.Google Scholar
  10. Fukumoto, Y. and Itoh, Y, 1983 EVALUATION OF BEAM STRENGTH FROM THE EXPERIMENTAL DATA-BASE APPROACH, Proceedings of the Third International Colloquium of Metal Structures, Toronto, pp. 133–150.Google Scholar
  11. Galambos, T. V., 1983 A WORLD VIEW OF BEAM STABILITY RESEARCH AND DESIGN PRACTICE, Proceedings of the Third International Colloquium on Stability of Metal Structures, Toronto, pp. 113–132.Google Scholar
  12. Lawson, R. M. and Nethercot, D., 1985 LATERAL STABILITY OF I BEAMS RESTRAINED BY PROFILED SHEETING, The Structural Engineering, Vol. 63B, No. 1.Google Scholar
  13. Nethercot, D. A., 1983 EVALUATION OF INTERACTION EQUATIONS FOR USE IN DESIGN SPECIFICATIONS IN WESTERN EUROPE, Proceedings of the Third International Colloquium on Stability of Metal Structures, Toronto, pp. 293–314.Google Scholar
  14. Nethercot, D., 1985 DESIGN OF LATERALLY UNSUPPORTED BEAMS and ELASTIC LATERAL BUCKLING OF BEAMS, Beams and Beam Columns, Applied Science Publishers Ltd.Google Scholar
  15. SSRC, 1983 PROCEEDINGS OF THE THIRD INTERNATIONAL COLLOQUIUM ON STABILITY OF METAL STRUCTURES, Toronto.Google Scholar
  16. Winters, G., 1947 STRENGTH OF THIN STEEL COMPRESSION FLANGES, Bulletin 35/3, Cornell University Engineering Experiment Station, Ithaca, N.Y.Google Scholar
  17. Zandonini, R., 1983 RECENT DEVELOPMENTS IN THE FIELD OF STABILITY OF STEEL COMPRESSED MEMBERS, Proceedings of the Third International Colloquium on Stability of Metal Structures, Toronto, pp. 1–19.Google Scholar
  18. Zandonini, R., 1985 STABILITY OF COMPACT BUILT-UP STRUTS: EXPERIMENTAL INVESTIGATION AND NUMERICAL SIMULATION, Construzioni Metalliche, No. 4.Google Scholar

Copyright information

© Van Nostrand Reinhold Company Inc. 1988

Authors and Affiliations

  • Giulio Ballio

There are no affiliations available

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