Skip to main content
Have a personal or library account? Click to login
Geometric Non-Linear Approach to Stiffness State of Semi–Rigid Structures Cover

Geometric Non-Linear Approach to Stiffness State of Semi–Rigid Structures

By:   
Open Access
|Jun 2016

References

  1. Bjorhovde, R., Brozzetti, J., and Colson, A., 1990. A Classification System for Beam to column Connections.ASCE, 116 (11), 1990, pp. 3059-3076.
  2. Frye, M.J., and Morris, G.A., 1975. Analysis of Flexible Connected Steel Frames., Vol. 2, No. 3, September 1975, pp. 280-91.
  3. Jennings, A., 1968. Frame Analysis Including Change of Geometry. Proc. ASCE,, 94, pp. 627.
  4. Jones, S.W., Kirby, P.A., and Nethercott, D.A., 1983. The Analysis of Frames with Semi-Rigid Connections - A State of the Art Report., vol. 3, No. 2, 1983, pp. 1-13.
  5. Kim, S.E., and Chen, W.F., 1996. Practical Advanced Analysis for Unbraced Steel Frame Design., vol. 122, no.11, November 1996, pp. 1259-1265.
  6. King, Won-Sun, and Chen, Wai-Fah, 1993. LRFD Analysis for Semi-Rigid Frame Design., 30, 1993, pp. 130-139.
  7. Kishi, N., Chen, W.F., Goto, Y., and Matsuoka, K.G., 1993. Design Aid of Semi-Rigid Connections for Frame Analysis.30, 1993, pp. 90-107.
  8. Liew, J.Y. Richard, White, D.W., and Chen, W.F., 1993. Limit States Design of Semi-Rigid Frames Using Advanced Analysis: Part 1: Connection Modeling and Classification., 26, 1993, Elsevier Science Publishers Ltd., England, pp. 1-27.
  9. Lui, E.M., and Chen, W.F., 1987. Steel Frame Analysis with Flexible Joints., Special Issue on Joint Flexibility in Steel Frames (W.F. Chen, Ed.), 8, 1987, pp. 161-202.
  10. Moldovan, C., 2011. Semirigidity. Past and Present, in, Vol. 54, No.01, pp.60-73, Cluj-Napoca, Romania
  11. Montforton, A.R., and Wu, T.s., 1963. Matrix Analysis of Semi-Rigidly Connected Frames., ASCE, No.89, STG, Dec. 1963, pp. 13-42.
  12. Parfitt, J. Jr., and Chen, W.F., 1976. Tests of Welded Steel Beam-to Column Moment Connections., ASCE, Vol. 102, No. ST1, Proc. Paper 11854, January 1976, pp. 189-202.
  13. Romstad, K.M., and Subramanian, C.V., 1970. Analysis of Frames with Partial Connection Rigidity., American Society of Civil Engineers, No. 96, ST. 11, November 1970, pp. 2283-2300.
  14. Stewart, R.W., 1947. Analysis of Frames with Elastic Joints., 114, 1947, pp. 17-39.
  15. Moldovan, C., 2005.Risoprint, Cluj-Napoca, Romania, pp.54-81.
  16. Moldovan, C., 1997.. PhD thesis, pp.41-57, pp.80-106, Cluj-Napoca, Romania.
DOI: https://doi.org/10.1515/jaes-2016-0009 | Journal eISSN: 2284-7197 | Journal ISSN: 2247-3769
Language: English
Page range: 63 - 70
Submitted on: Mar 10, 2016
Accepted on: Apr 23, 2016
Published on: Jun 11, 2016
Published by: University of Oradea, Civil Engineering and Architecture Faculty
In partnership with: Paradigm Publishing Services

© 2016 Moldovan Corina, published by University of Oradea, Civil Engineering and Architecture Faculty
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.