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    Seismic Design Criteria for Base Isolated U.S. Navy Essential Buildings

    New search for: G. C. Hart
    New search for: R. Elhassan

    This report presents design criteria for laminated rubber seismic isolation systems for use in construction of Navy essential buildings. Base isolation has been shown to limit seismic motions transmitted to structures and is effective in reducing damage. The design criteria, applicable only to structures having structural detailing as required in Seismic Zones 3 and 4, utilizes two structural load levels of performance associated with each. A structure designed according to these provisions will withstand the most probable maximum earthquake with inelastic demand ratios of 2.0 in beams and 1.25 in columns. Keywords: Seismic design; Base isolation; Structural response. (SDW)

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    Seismic Design Criteria for Base Isolated U.S. Navy Essential Buildings

    New search for: G. C. Hart
    New search for: R. Elhassan

    This report presents design criteria for laminated rubber seismic isolation systems for use in construction of Navy essential buildings. Base isolation has been shown to limit seismic motions transmitted to structures and is effective in reducing damage. The design criteria, applicable only to structures having structural detailing as required in Seismic Zones 3 and 4, utilizes two structural load levels of performance associated with each. A structure designed according to these provisions will withstand the most probable maximum earthquake with inelastic demand ratios of 2.0 in beams and 1.25 in columns. Keywords: Seismic design; Base isolation; Structural response. (SDW)

    Access

    Access via TIB
    Check availability in my library

    Seismic Design Criteria for Base Isolated U.S. Navy Essential Buildings

    New search for: G. C. Hart
    New search for: R. Elhassan

    This report presents design criteria for laminated rubber seismic isolation systems for use in construction of Navy essential buildings. Base isolation has been shown to limit seismic motions transmitted to structures and is effective in reducing damage. The design criteria, applicable only to structures having structural detailing as required in Seismic Zones 3 and 4, utilizes two structural load levels of performance associated with each. A structure designed according to these provisions will withstand the most probable maximum earthquake with inelastic demand ratios of 2.0 in beams and 1.25 in columns. Keywords: Seismic design; Base isolation; Structural response. (SDW)

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    Title:

    Seismic Design Criteria for Base Isolated U.S. Navy Essential Buildings

    Contributors:

    G. C. Hart (author) / R. Elhassan (author)

    Publication date:

    1989

    Size:

    76 pages

    Type of media:

    Report

    Type of material:

    No indication

    Language:

    English

    Keywords:

    Structural Analyses , Logistics Military Facilities & Supplies , Earthquake engineering , Elastic properties , Seismology , Construction , Isolation , Loads(Forces) , Motion , Navy , Ratios , Structural properties , Structural response , Structures , Federal buildings

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