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    Torsional Stiffness of Multicell Hollow Sections

    Source: Practice Periodical on Structural Design and Construction:;2001:;Volume ( 006 ):;issue: 002
    Author:
    Dajin Liu
    DOI: 10.1061/(ASCE)1084-0680(2001)6:2(70)
    Publisher: American Society of Civil Engineers
    Abstract: Torsional stiffness is one of the member section properties commonly used in the 3D finite-element structural analysis. The explicit formulas for the torsional properties in both thin-walled open cross sections and single thin-walled closed sections, except for multicell closed sections, can be easily found in most textbooks and structural design handbooks. This paper presents the closed forms for the torsional stiffness in both twin-cell and three-cell closed sections.
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      Torsional Stiffness of Multicell Hollow Sections

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    contributor authorDajin Liu
    date accessioned2017-05-08T21:22:38Z
    date available2017-05-08T21:22:38Z
    date copyrightMay 2001
    date issued2001
    identifier other%28asce%291084-0680%282001%296%3A2%2870%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49016
    description abstractTorsional stiffness is one of the member section properties commonly used in the 3D finite-element structural analysis. The explicit formulas for the torsional properties in both thin-walled open cross sections and single thin-walled closed sections, except for multicell closed sections, can be easily found in most textbooks and structural design handbooks. This paper presents the closed forms for the torsional stiffness in both twin-cell and three-cell closed sections.
    publisherAmerican Society of Civil Engineers
    titleTorsional Stiffness of Multicell Hollow Sections
    typeJournal Paper
    journal volume6
    journal issue2
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(2001)6:2(70)
    treePractice Periodical on Structural Design and Construction:;2001:;Volume ( 006 ):;issue: 002
    contenttypeFulltext
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