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    Collapse Analysis: Large Inelastic Deformations Analysis of Planar Frames

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 012
    Author:
    Mettupalayam V. Sivaselvan
    ,
    Andrei M. Reinhorn
    DOI: 10.1061/(ASCE)0733-9445(2002)128:12(1575)
    Publisher: American Society of Civil Engineers
    Abstract: In an attempt to trace the collapse of structures in seismic events, this paper discusses an alternative approach to the formulation and solution of the large deformation inelastic problem in planar frame structures. A beam–column element that includes the effect of geometric and material nonlinearities is developed using the flexibility approach. The formulation uses force interpolation functions and the principle of virtual forces in rate form. It is formulated in the context of the state space approach, where the global system of conservation equations and the local constitutive equations are solved simultaneously. The differential-algebraic system solver is used to solve the resulting system of equations. Numerical examples are presented to illustrate the functionality of the analysis using the newly formulated approach.
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      Collapse Analysis: Large Inelastic Deformations Analysis of Planar Frames

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    http://yetl.yabesh.ir/yetl1/handle/yetl/33755
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    contributor authorMettupalayam V. Sivaselvan
    contributor authorAndrei M. Reinhorn
    date accessioned2017-05-08T20:58:14Z
    date available2017-05-08T20:58:14Z
    date copyrightDecember 2002
    date issued2002
    identifier other%28asce%290733-9445%282002%29128%3A12%281575%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33755
    description abstractIn an attempt to trace the collapse of structures in seismic events, this paper discusses an alternative approach to the formulation and solution of the large deformation inelastic problem in planar frame structures. A beam–column element that includes the effect of geometric and material nonlinearities is developed using the flexibility approach. The formulation uses force interpolation functions and the principle of virtual forces in rate form. It is formulated in the context of the state space approach, where the global system of conservation equations and the local constitutive equations are solved simultaneously. The differential-algebraic system solver is used to solve the resulting system of equations. Numerical examples are presented to illustrate the functionality of the analysis using the newly formulated approach.
    publisherAmerican Society of Civil Engineers
    titleCollapse Analysis: Large Inelastic Deformations Analysis of Planar Frames
    typeJournal Paper
    journal volume128
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2002)128:12(1575)
    treeJournal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian