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INVESTIGATION OF PRACTICAL GEOMETRIC NONLINEAR ANALYSIS METHODS FOR SEMI RIGID STEEL PLANE FRAMES

Year 2007, Issue: 013, 97 - 110, 15.06.2007

Abstract

In this study, various practical geometric nonlinear analysis methods which encompass both the member stability (P-o) and frame stability (P-~) are investigated for different types of semi rigid beam-to-column connections. Odd power polynomial function is used for the moment-rotation relationships and beam-tocolumn connections are modeled with rotational flexible springs. In order to capture the P-deIta effects of ach beam-to-column connection, a numerical study of a six storey one bay steel plane frame is used and the results for lateral storey drifts, end moments are summarized in tables and graphics.

References

  • [1] Chen, W.F. and Kishi, N., "Semi-rigid steel beam-to-column connections: data base and modeling", Journal of Structural Engineering, ASCE, 115: 105-119 (1989).
  • [2] Hasan, R, Kishi, R and Chen, W.F., "A new nonlinear connection classification system", Journal of Constructional Steel Research, 47: 119-140 (1998).
  • [3] Chan, S.L., "Non-linear behavior and design of steel structures", Journal of Constructional Steel Research, 57: 1217-1231 (2001).
  • [4] Sadder, S.Z., "Exact expressions for stability functions of a general non-prismatic beam-column member", Journal of Constructional Steel Research, 60: 1561-1584 (2004).
  • [5] Wang, F.W., and Chan, S.L., "Optimization and sensitivity analysis of space frames allowing for large deflection", Engineering Structures,28: 1395-1406 (2006).
  • [6] Chen, W.F. and Kim, S.E., "LRFD Steel Design Using Advanced Analysis", CRC Press, New York, 250-350 (1997).
  • [7] Kim, S.E., Kim, Y., and Choi, S.H., "Nonlinear analysis of 3-Dsteel frames" Thin- Walled Structures, 39: 445-461 (2001).
  • [8] Chen, W.F. and Lui, E.M., "Structural Stability", Elsevier Science Publishing, New York, 253-359(1987).
  • [9] Lui, E.M., and Chen, W.F., "Analysis and behavior of flexibly jointed frames", Engineering Structures, 8: 107-18 (1986).
  • [10] Chen, W.F., and Toma, S., "Advanced Analysis of Steel Frames", CRC Press, Florida, 370 - 395 (1993).
  • [11] Chen, W. F., Goto, Y. and Liew, R, "Stability Design of Semi Rigid Frames", Interscience Publishing, New York, 35-70 (1993). Wiley-
  • [12] Schimizze, AM., "Comparison of P-Delta Analyses of Plane Frames Using Commercial StructuralAnalysis Programs and Current AISC Design Specifications", M.Sc. Thesis, Virginia Polytechnic Institute and State Univ., Blacksburg, VA24061 (2001).
  • [13] Nethercot, D.A, "Frame structures: global performance, static and stability behaviour", Journal of Constructional Steel Research, 55: 109-124 (2000).
  • [14] Kim, S.E., and Choi, S.H. "Practical advanced analysis for semi-rigid space frames" International Journal of Solids and Structures, 38: 9111-9131 (2001).
  • [15] Lee, S.S., and Moon, T.S., "Moment-rotation model of semi-rigid connections with angles", Engineering Structures, 24: 227-237 (2002).
  • [16] Kukreti, AR, and Zhou, F.F., "Eight-bolt endplate connection and its influence on frame behavior", Engineering Structures, 28: 1483-1493 (2006).
  • [17] Frye, MJ., and Morris, G.A., "Analysis of flexibly connected steel frames", Canadian Journal of Civil Eng., 2: 280-291 (1975).
  • [18] Faella, C., Piluso, V., and Rizzano, G., "Structural Steel Semirigid Connections", CRC Press, 58-78(2000).
  • [19] Chan, S.L. and Chui, P.P.T., "Static and Cyclic Analysis of Semi Rigid Steel Frames", Elsevier Science Publishing, 210-300 (2000).
  • [20] Awkar, J.C., and Lui, E.M., "Seismic analysis and response of multistory senu rigid frames", Engineering Structures, 21: 425-441 (1999).
  • [21] Lorenz, R.F., Kato, B. and Chen, W.F., "Semi Rigid Connections in Steel Frames", McGraw-Hill, New York, 75-81 (1993).
  • [22] Sap2000 Nonlinear, "Analysis Reference Manual", Computers andStructures Inc., California, USA (2002).

INVESTIGATION OF PRACTICAL GEOMETRIC NONLINEAR ANALYSIS METHODS FOR SEMI RIGID STEEL PLANE FRAMES

Year 2007, Issue: 013, 97 - 110, 15.06.2007

Abstract

In this study, various practical geometric nonlinear analysis methods which encompass both the member stability (P-o) and frame stability (P-~) are investigated for different types of semi rigid beam-to-column connections. Odd power polynomial function is used for the moment-rotation relationships and beam-tocolumn connections are modeled with rotational flexible springs. In order to capture the P-deIta effects of ach beam-to-column connection, a numerical study of a six storey one bay steel plane frame is used and the results for lateral storey drifts, end moments are summarized in tables and graphics.

References

  • [1] Chen, W.F. and Kishi, N., "Semi-rigid steel beam-to-column connections: data base and modeling", Journal of Structural Engineering, ASCE, 115: 105-119 (1989).
  • [2] Hasan, R, Kishi, R and Chen, W.F., "A new nonlinear connection classification system", Journal of Constructional Steel Research, 47: 119-140 (1998).
  • [3] Chan, S.L., "Non-linear behavior and design of steel structures", Journal of Constructional Steel Research, 57: 1217-1231 (2001).
  • [4] Sadder, S.Z., "Exact expressions for stability functions of a general non-prismatic beam-column member", Journal of Constructional Steel Research, 60: 1561-1584 (2004).
  • [5] Wang, F.W., and Chan, S.L., "Optimization and sensitivity analysis of space frames allowing for large deflection", Engineering Structures,28: 1395-1406 (2006).
  • [6] Chen, W.F. and Kim, S.E., "LRFD Steel Design Using Advanced Analysis", CRC Press, New York, 250-350 (1997).
  • [7] Kim, S.E., Kim, Y., and Choi, S.H., "Nonlinear analysis of 3-Dsteel frames" Thin- Walled Structures, 39: 445-461 (2001).
  • [8] Chen, W.F. and Lui, E.M., "Structural Stability", Elsevier Science Publishing, New York, 253-359(1987).
  • [9] Lui, E.M., and Chen, W.F., "Analysis and behavior of flexibly jointed frames", Engineering Structures, 8: 107-18 (1986).
  • [10] Chen, W.F., and Toma, S., "Advanced Analysis of Steel Frames", CRC Press, Florida, 370 - 395 (1993).
  • [11] Chen, W. F., Goto, Y. and Liew, R, "Stability Design of Semi Rigid Frames", Interscience Publishing, New York, 35-70 (1993). Wiley-
  • [12] Schimizze, AM., "Comparison of P-Delta Analyses of Plane Frames Using Commercial StructuralAnalysis Programs and Current AISC Design Specifications", M.Sc. Thesis, Virginia Polytechnic Institute and State Univ., Blacksburg, VA24061 (2001).
  • [13] Nethercot, D.A, "Frame structures: global performance, static and stability behaviour", Journal of Constructional Steel Research, 55: 109-124 (2000).
  • [14] Kim, S.E., and Choi, S.H. "Practical advanced analysis for semi-rigid space frames" International Journal of Solids and Structures, 38: 9111-9131 (2001).
  • [15] Lee, S.S., and Moon, T.S., "Moment-rotation model of semi-rigid connections with angles", Engineering Structures, 24: 227-237 (2002).
  • [16] Kukreti, AR, and Zhou, F.F., "Eight-bolt endplate connection and its influence on frame behavior", Engineering Structures, 28: 1483-1493 (2006).
  • [17] Frye, MJ., and Morris, G.A., "Analysis of flexibly connected steel frames", Canadian Journal of Civil Eng., 2: 280-291 (1975).
  • [18] Faella, C., Piluso, V., and Rizzano, G., "Structural Steel Semirigid Connections", CRC Press, 58-78(2000).
  • [19] Chan, S.L. and Chui, P.P.T., "Static and Cyclic Analysis of Semi Rigid Steel Frames", Elsevier Science Publishing, 210-300 (2000).
  • [20] Awkar, J.C., and Lui, E.M., "Seismic analysis and response of multistory senu rigid frames", Engineering Structures, 21: 425-441 (1999).
  • [21] Lorenz, R.F., Kato, B. and Chen, W.F., "Semi Rigid Connections in Steel Frames", McGraw-Hill, New York, 75-81 (1993).
  • [22] Sap2000 Nonlinear, "Analysis Reference Manual", Computers andStructures Inc., California, USA (2002).
There are 22 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Articles
Authors

Mutlu Seçer

Publication Date June 15, 2007
Published in Issue Year 2007 Issue: 013

Cite

APA Seçer, M. (2007). INVESTIGATION OF PRACTICAL GEOMETRIC NONLINEAR ANALYSIS METHODS FOR SEMI RIGID STEEL PLANE FRAMES. Journal of Science and Technology of Dumlupınar University(013), 97-110.

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