Excessive Long-Time Deflections of Prestressed Box Girders. Structural Engineering Report No. 09-12/ITI
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: Zdenek P. Bazant , Qiang Yu, and Guang-Hua Li 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
"Comprehensive Database on Concrete Creep and Shrinkage". Structural Engineering Report No. 08-3/A210c.
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