Effect of fluid bulk modulus variation on the critical time step for dynamic analysis of saturated soils using an explicit U-W scheme

A. H. C. Chan, O. O. Famiyesin, D. Muir Wood

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    Original languageEnglish
    Title of host publicationDevelopments in civil and construction engineering computing
    EditorsB.H.V. Topping
    Place of PublicationEdinburgh
    PublisherCivil-Comp Press
    Pages141-152
    Number of pages12
    ISBN (Print)0948749172
    DOIs
    Publication statusPublished - 1993
    Event5th International Conference on Civil and Structural Engineering Computing and the 3rd International Conference in the Application of Artificial Intelligence to Civil and Structural Engineering - Heriot-Watt University, Edinburgh, United Kingdom
    Duration: 17 Aug 199319 Aug 1993
    http://www.civil-comp.com/pubs/contents.htm

    Conference

    Conference5th International Conference on Civil and Structural Engineering Computing and the 3rd International Conference in the Application of Artificial Intelligence to Civil and Structural Engineering
    CountryUnited Kingdom
    CityEdinburgh
    Period17/08/9319/08/93
    Internet address

    Cite this

    Chan, A. H. C., Famiyesin, O. O., & Muir Wood, D. (1993). Effect of fluid bulk modulus variation on the critical time step for dynamic analysis of saturated soils using an explicit U-W scheme. In B. H. V. Topping (Ed.), Developments in civil and construction engineering computing (pp. 141-152). Civil-Comp Press. https://doi.org/10.4203/ccp.15.6.1