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    Design and Analytical Validation of Post-Tensioned Column Bases

    New search for: Chi, Hoseok
    New search for: Liu, Judy
    New search for: Garlock, Maria

    A post-tensioned (PT) column base connection for use in a seismic resistant PT frame is presented. The PT column base connection allows for self-centering behavior of columns (i.e., returns to its original position with negligible residual drifts). The PT column base connection consists of PT high strength bars, buckling restrained steel plates, reinforcing plates, keeper plates and shim plates. This paper will discuss design considerations for the PT column base connection based on a performance-based design approach, and evaluate the PT column base connection using validated finite element (FE) models.

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    Design and Analytical Validation of Post-Tensioned Column Bases

    New search for: Chi, Hoseok
    New search for: Liu, Judy
    New search for: Garlock, Maria

    A post-tensioned (PT) column base connection for use in a seismic resistant PT frame is presented. The PT column base connection allows for self-centering behavior of columns (i.e., returns to its original position with negligible residual drifts). The PT column base connection consists of PT high strength bars, buckling restrained steel plates, reinforcing plates, keeper plates and shim plates. This paper will discuss design considerations for the PT column base connection based on a performance-based design approach, and evaluate the PT column base connection using validated finite element (FE) models.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Design and Analytical Validation of Post-Tensioned Column Bases

    New search for: Chi, Hoseok
    New search for: Liu, Judy
    New search for: Garlock, Maria

    A post-tensioned (PT) column base connection for use in a seismic resistant PT frame is presented. The PT column base connection allows for self-centering behavior of columns (i.e., returns to its original position with negligible residual drifts). The PT column base connection consists of PT high strength bars, buckling restrained steel plates, reinforcing plates, keeper plates and shim plates. This paper will discuss design considerations for the PT column base connection based on a performance-based design approach, and evaluate the PT column base connection using validated finite element (FE) models.

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    Title:

    Design and Analytical Validation of Post-Tensioned Column Bases

    Contributors:

    Chi, Hoseok (author) / Liu, Judy (author) / Garlock, Maria (author)

    Conference:

    Structures Congress 2008 ; 2008 ; Vancouver, British Columbia, Canada

    Published in:

    Structures Congress 2008 ; 1-6

    Publication date:

    2008-10-14

    ISBN:

    9780784410165

    DOI:

    https://doi.org/10.1061/41016(314)254

    Type of media:

    Conference paper

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Columns , Post tensioning , Structural engineering , Seismic effects , Standards and codes , Frames , Structural design

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