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- W47426157 abstract "The chapter discusses the collapse analysis of a three-dimensional (3D) steel frame by the fibered plastic hinge method. The accuracy of a new beam element proposed in combined bending and nonuniform torsion problem is examined using available experimental and numerical results for a steel space frame, with H-columns subjected to a constant vertical load and eccentric horizontal cyclic loading. The element is of the plastic hinge type. The formulation procedure is a combination of the modified incremental stiffness method, the updated lagrangian formulation, and the numerical integration of fiber stiffness about the sections at the plastic hinges. The use of the beam element makes it possible to evaluate the strain of the member caused by three-dimensional elasto-plastic deformation of a frame. Comparisons of the results by the proposed method with those of experiment are presented in the chapter, and the accurate numerical method demonstrated that the new element has a sufficient accuracy and reliability in the analysis of elasto-plastic cyclic behavior of the steel space frame which is forced to rotate about a vertical axis largely." @default.
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- W47426157 date "2005-01-01" @default.
- W47426157 modified "2023-09-25" @default.
- W47426157 title "Collapse analysis of 3D steel frame by a fiberd plastic hinge method" @default.
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- W47426157 doi "https://doi.org/10.1016/b978-008044637-0/50045-7" @default.
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