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• W1489360436 startingPage "633" @default.
• W1489360436 abstract "This study is devoted to tracing the equilibrium pa th of structures with severe nonlinear behavior. A new displacement increment is suggested to do the analysis. Moreover, the increment of the load factor is obtained by minimiz ing the residual displacement. To evaluate the capabilities of the presented method a gainst existing ones, a comparison study is performed. In this process, five benchmark frame and truss problems are solved. Each of the structures is analyzed more than 600 times, and the outcomes are compared with each other. According to the results, the authors' schem e is more competent than the methods of residual load minimization, normal plane, updated n ormal plane, cylindrical arc length, work control, residual displacement minimization, genera lized displacement control and modified normal flow." @default.
• W1489360436 created "2016-06-24" @default.
• W1489360436 creator A5016542169 @default.
• W1489360436 creator A5033166319 @default.
• W1489360436 creator A5079160742 @default.
• W1489360436 date "2014-07-12" @default.
• W1489360436 modified "2023-09-24" @default.
• W1489360436 title "STRUCTURAL GEOMETRICAL NONLINEAR ANALYSIS BY DISPLACEMENT INCREMENT" @default.
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• W1489360436 hasPublicationYear "2014" @default.
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