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Information Journal Paper

Title

STUDYING OF GUYED MAST SECTIONS VARIATIONS IN STATIC ANALYSIS

Pages

  87-92

Abstract

 A guyed tower consists of a mast which is laterally supported by pre-tensioned guyed cables. In this study, the variations of axial forces in mast elements were investigated including chords, struts, diagonals and the changes of sections in elements in height, using several towers subjected to the combination of dead and wind load. Non-Linear analysis of all towers has been carried out using a finite element package-written by the former writer-and then the model and the results have been validated by Sap2000 package. The truss elements have been used to model the latticed mast. The guys have been modeled using non-linear cable elements. The results of analysis showed that the chord forces varied considerably with height increasing. Thus cross section of legs in mast can be reduced by height increasing. Also, the variations of maximum axial forces in diagonals and struts in panels are not significant in height; therefore the change of cross section of those members can be ignored in height.

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    APA: Copy

    BARGHIAN, M., & TANHAEI NAMROUR, S.. (2008). STUDYING OF GUYED MAST SECTIONS VARIATIONS IN STATIC ANALYSIS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), 35(3 (51) CIVIL ENGINEERING), 87-92. SID. https://sid.ir/paper/43721/en

    Vancouver: Copy

    BARGHIAN M., TANHAEI NAMROUR S.. STUDYING OF GUYED MAST SECTIONS VARIATIONS IN STATIC ANALYSIS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2008;35(3 (51) CIVIL ENGINEERING):87-92. Available from: https://sid.ir/paper/43721/en

    IEEE: Copy

    M. BARGHIAN, and S. TANHAEI NAMROUR, “STUDYING OF GUYED MAST SECTIONS VARIATIONS IN STATIC ANALYSIS,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), vol. 35, no. 3 (51) CIVIL ENGINEERING, pp. 87–92, 2008, [Online]. Available: https://sid.ir/paper/43721/en

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