Semi-Implicit Integration Algorithm for Stochastic Analysis of Multi-Degree-of-Freedom Structures
Author:
Affiliation:
1. Researcher, Central Research Institute of Electric Power Industry, Abiko, Chiba 270-1194, Japan.
2. Leo E. and Patti Ruth Linbeck Professor of Engineering, Univ. of Notre Dame, IN 46556-0767.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282002%29128%3A6%28635%29
Reference25 articles.
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2. Eliopoulos D. F. and Wen Y. K. (1991). “Method of seismic reliability evaluation for moment resisting steel frames.” Civil Engineering Studies Structural Research Series No. 562 Univ. of Illinois Urbana IL.
3. Emam H. H. Pradlwarter H. J. and Schuëller G. I. (1999). “On the computational implementation of EQL in FE analysis.” Stochastic structural dynamics Spencer and Johnson eds Balkema Rotterdam The Netherlands 85–91.
4. A computational procedure for the implementation of equivalent linearization in finite element analysis
5. Lutes L. D. and Sarkani S. (1997). Stochastic analysis of structural and mechanical vibrations Prentice-Hall Englewood Cliffs N.J.
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