Improved Time-History Analysis for Structural Dynamics Calculationsby C. -C. Chen, Univ of Illinois at Urbana-Champaign, Urbana, United States,
A. R. Robinson, Univ of Illinois at Urbana-Champaign, Urbana, United States,
Abstract: Methods are developed to reduce the computational effort in time-history analysis of nonlinear structures. The methods permit use of much larger time intervals than are possible in conventional time-history analysis. This can be done despite input containing large high-frequency components, frequent yielding and unloading in the structural elements, and the presence of degrees of freedom associated with high-frequency motions.
Subject Headings: Ground motion | Dynamic structural analysis | Equations of motion | Stress analysis | Computing in civil engineering | Nonlinear analysis | Permits
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