Explicit Integration Schemes in Structural Dynamicsby Osman Y. H. Elsafi, Univ of Pittsburg, Pittsburg, United States,
Morteza A. M. Torkamani, Univ of Pittsburg, Pittsburg, United States,
Abstract: Based on the recursive explicit form of Newmark γ-β method developed by Zienkiewicz for displacements, similar recursive expressions for velocities and accelerations are developed. General solution of dynamics linear and nonlinear problems using the developed relations is presented.
Subject Headings: Structural dynamics | Dynamic structural analysis | Dynamic response | Displacement (mechanics) | Linear functions | Nonlinear analysis | Nonlinear response
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