مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

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Information Journal Paper

Title

NONLINEAR ANALYSIS OF SEMI-RIGID FRAMES WITH RIGID END SECTIONS

Pages

  567-571

Abstract

 This work presents a computer-based analysis of SEMI-RIGID steel frames. The geometric NONLINEARity of the structure and the material NONLINEARity of the connections are considered in the analysis. The CRITICAL LOAD has been searched as a suitable load parameter for the loss of stability of the system. Several examples are presented to demonstrate the validity of the analysis procedure.

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  • Cite

    APA: Copy

    SEREN AKAVCI, S.. (2007). NONLINEAR ANALYSIS OF SEMI-RIGID FRAMES WITH RIGID END SECTIONS. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING, 31(B5), 567-571. SID. https://sid.ir/paper/558025/en

    Vancouver: Copy

    SEREN AKAVCI S.. NONLINEAR ANALYSIS OF SEMI-RIGID FRAMES WITH RIGID END SECTIONS. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING[Internet]. 2007;31(B5):567-571. Available from: https://sid.ir/paper/558025/en

    IEEE: Copy

    S. SEREN AKAVCI, “NONLINEAR ANALYSIS OF SEMI-RIGID FRAMES WITH RIGID END SECTIONS,” IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING, vol. 31, no. B5, pp. 567–571, 2007, [Online]. Available: https://sid.ir/paper/558025/en

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