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    Seismic Upgrade of Building 311

    New search for: G. E. Freeland
    New search for: M. Sethi

    Building 311, a two-story, reinforced concrete structure, was originally designed and constructed per the earthquake requirements contained in the 1961 Uniform Building Code. A significant difference exists between today's aseismic building codes for new construction and the 1961 Uniform Building Code. Presented is a unique structural/architectural building upgrade involving external building buttresses, drilled piers, and sophisticated connection details for the earthquake protection of building occupants. Discussions will center on concept evaluations, structural member configurations, static analysis - checked and evaluated by the use of dynamic analysis, and connection details developed through state-of-the-art design and analysis information. (ERA citation 09:010406)

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    Seismic Upgrade of Building 311

    New search for: G. E. Freeland
    New search for: M. Sethi

    Building 311, a two-story, reinforced concrete structure, was originally designed and constructed per the earthquake requirements contained in the 1961 Uniform Building Code. A significant difference exists between today's aseismic building codes for new construction and the 1961 Uniform Building Code. Presented is a unique structural/architectural building upgrade involving external building buttresses, drilled piers, and sophisticated connection details for the earthquake protection of building occupants. Discussions will center on concept evaluations, structural member configurations, static analysis - checked and evaluated by the use of dynamic analysis, and connection details developed through state-of-the-art design and analysis information. (ERA citation 09:010406)

    Access

    Access via TIB
    Check availability in my library

    Seismic Upgrade of Building 311

    New search for: G. E. Freeland
    New search for: M. Sethi

    Building 311, a two-story, reinforced concrete structure, was originally designed and constructed per the earthquake requirements contained in the 1961 Uniform Building Code. A significant difference exists between today's aseismic building codes for new construction and the 1961 Uniform Building Code. Presented is a unique structural/architectural building upgrade involving external building buttresses, drilled piers, and sophisticated connection details for the earthquake protection of building occupants. Discussions will center on concept evaluations, structural member configurations, static analysis - checked and evaluated by the use of dynamic analysis, and connection details developed through state-of-the-art design and analysis information. (ERA citation 09:010406)

    Access

    Access via TIB
    Check availability in my library

    Access

    Access via TIB
    Check availability in my library

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    Document information
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    Document information
    Title:

    Seismic Upgrade of Building 311

    Contributors:

    G. E. Freeland (author) / M. Sethi (author)

    Publication date:

    1983

    Size:

    10 pages

    Type of media:

    Report

    Type of material:

    No indication

    Language:

    English

    Keywords:

    Architectural Design & Environmental Engineering , Building Standards & Codes , Buildings , Anchors , Building Codes , Cost , Design , Earthquakes , Modifications , Roofs , Seismic Effects , Earthquake engineering , ERDA/420200

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