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Structural reliability analysis by univariate decomposition and numerical integration

✍ Scribed by D. Wei; S. Rahman

Book ID
108252248
Publisher
Elsevier Science
Year
2007
Tongue
English
Weight
890 KB
Volume
22
Category
Article
ISSN
0266-8920

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## Abstract To damp out spurious high‐frequency responses, time‐step integration algorithms for structural dynamic analysis should have controllable numerical dissipation in the high‐frequency regime. The algorithms should also be unconditionally stable so that the time‐step size is governed by the