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  1. Excessive Long-Time Deflections of Prestressed Box Girders. Structural Engineering Report No. 09-12/ITI

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    Description: The segmental prestressed concrete box girder of Koror-Babeldaob (KB) Bridge in Palau, which had the record span of 241 m (791 ft.), presents a striking paradigm of serviceability loss due to excessive multi-decade deflections. The data required for analysis have recently been released and are here exploited to show how...
    Keyword: Nondestructive testing
    Creator: Qiang Yu, Guang-Hua Li , and Zdenek P. Bazant
    Owner: Nurganym Agzamova
    Publisher: Northwestern University Libraries
    Language: English
    Date Uploaded: 07/26/2017
    Date Modified: 07/26/2017
    Date Created: 2009-12
    Rights: All rights reserved
    Resource Type: Report
  2. "Comprehensive Database on Concrete Creep and Shrinkage". Structural Engineering Report No. 08-3/A210c.

    Work
    Description: A .rar folder with data files for the project on "Minimizing Shrinkage, Creep and Cracking Damage to Concrete Bridges", 2010.
    Keyword: Dataset
    Creator: Zdenek P. Bazant and Guang-Hua Li
    Owner: Nurganym Agzamova
    Publisher: Northwestern University Libraries
    Language: English
    Date Uploaded: 06/22/2017
    Date Modified: 08/14/2017
    Date Created: 2008
    Rights: All rights reserved
    Resource Type: Dataset