ELASTO-PLASTIC,FINITE DEFORMATION ANALYSIS OF STEEL STRUCTURES UNDER REPEATED VARIABLE LOADING
نویسندگان
چکیده
منابع مشابه
Large-deformation, elasto-plastic analysis of frames under nonconservative loading, using explicitly derived tangent stiffnesses based on assumed stresses
Simple and economical procedures for large-deformation elasto-plastic analysis of frames, whose members can be characterized as beams, are presented. An assumed stress approach is employed to derive the tangent stiffness of the beam, subjected in general to non-conservative type distributed loading. The beam is assumed to undergo arbitrarily large rigid rotations but small axial stretch and rel...
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ژورنال
عنوان ژورنال: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 1991
ISSN: 0910-8025,2433-0000
DOI: 10.3130/aijsx.420.0_75