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Elastic-Plastic Analysis of Space Trusses with Large Displacements the ultimate load of space trusses with large displacements. A direct method is treated in this investigation
DIRECT ELASTIC-PLASTIC LIMIT LOAD AND SHAKEDOWN ANALYSIS OF STEEL SPACE TRUSSES WITH LARGE DISPLACEMENTSA direct method for elastic-plastic limit load and shakedown analysis of steel space trusses
SHAKEDOWN ANALYSIS OF THE TRUSS AND COMPARING WITH THE FUNDAMENTAL THEOROMS OF ALASTIC-PLASTIC ANALYSIS IMPLEMENTED IN A HOME-PAKEGE AND ANSYSResearch results in shakedown analysis of space steel structures are presented in this paper
Nonlinear numerical stability analysis of space trussesA method for direct computation of singular configurations of space trusses is presented which
STABILITY ANALYSIS OF SPACE TRUSSESA space truss is unstable if the determinant of its incremental stiffness matrix is . A numerical
GEOMETRICALLY NONLINEAR NUMERICAL STABILITY ANALYSIS OF SPACE TRUSSESAlgorithms for direct computing of singular states of space trusses at singular states
Shakedown analysis of a truss column with large displacements by direct incremental methodThe deformation and the stability of steel structures are affected by both geometric and physical
PROBLEMS IN GEOMETRICALLY NONLINEAR STABILITY ANALYSIS OF SPACE FRAMESState of the art in geometrically nonlinear analysis of space frames is presented in the paper
Вопросы проектирования узлов рамных зданий из стальных холодногнутых профилейThe features of the calculation of nodal joints of frame buildings made of cold-formed steel
COMPARISON OF STEEL FRAME ELEMENTS DESIGN USING SP16.1330.2017 AND AISC on the structural behaviour and performance of steel truss systems. The analysis encompasses crucial aspects
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