EQUIVALENT BUCKLING LENGTH FACTOR OF SEMI-RIGID FRAMES WITH TAPERED COLUMNS

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BAMBAEECHEE MOHSEN

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Seminar Paper

Paper Information

Seminar: NATIONAL CONFERENCE ON STRUCTURAL ENGINEERING IRAN
Year:2015 | Issue:1

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Title

EQUIVALENT BUCKLING LENGTH FACTOR OF SEMI-RIGID FRAMES WITH TAPERED COLUMNS

Author(s)

BAMBAEECHEE MOHSEN

Keywords

BUCKLING ANALYSIS

TAPERED COLUMNS

SEMI-RIGID CONNECTIONS

STEEL FRAMES

BUCKLING LENGTH FACTOR

CRITICAL LOAD

Abstract

IN THIS PAPER, A NEW EXACT FORMULATION FOR CALCULATING THE ELASTIC BUCKLING LOAD OF SEMI-RIGID STEEL FRAMES WITH TAPERED COLUMNS WILL BE OBTAINED. THE PRESENTED METHODOLOGY IS BASED ON THE PRECISE SOLUTION OF THE GOVERNING DIFFERENTIAL EQUATIONS FOR BUCKLING OF THE UNIFORM AND NON-UNIFORM FRAMES. THEN, THE EFFECTS OF THE NON-PRISMATIC MEMBERS, WITH A PARABOLIC STIFFNESS VARIATION, FLEXIBILITY OF CONNECTIONS, AND LATERAL BRACING ON THE BUCKLING LENGTH FACTOR AND CORRESPONDING CRITICAL LOAD OF A PORTAL FRAME WILL BE INVESTIGATED PARAMETRICALLY. RESULTS SHOW THE COMBINED EFFECT OF AFORENAMED PARAMETER ON THE CRITICAL BUCKLING LOAD AND CORRESPONDING EQUIVALENT BUCKLING LENGTH FACTOR OF PORTAL STEEL FRAMES IS VERY SIGNIFICANT.

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APA: Copy

BAMBAEECHEE, MOHSEN. (2015). EQUIVALENT BUCKLING LENGTH FACTOR OF SEMI-RIGID FRAMES WITH TAPERED COLUMNS. NATIONAL CONFERENCE ON STRUCTURAL ENGINEERING IRAN. SID. https://sid.ir/paper/908440/en

Vancouver: Copy

BAMBAEECHEE MOHSEN. EQUIVALENT BUCKLING LENGTH FACTOR OF SEMI-RIGID FRAMES WITH TAPERED COLUMNS. 2015. Available from: https://sid.ir/paper/908440/en

IEEE: Copy

MOHSEN BAMBAEECHEE, “EQUIVALENT BUCKLING LENGTH FACTOR OF SEMI-RIGID FRAMES WITH TAPERED COLUMNS,” presented at the NATIONAL CONFERENCE ON STRUCTURAL ENGINEERING IRAN. 2015, [Online]. Available: https://sid.ir/paper/908440/en

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