Rahmatalla, S., Karimpour, A., & Harwood, C. (2022). Infrastructure Inspection during and after Unexpected Events – Phase V (Report No. 25-1121-0005-142-5). University of Nebraska. Mid-America Transportation Center. https://rosap.ntl.bts.gov/view/dot/74503
Rahmatalla, Salam, Ali Karimpour, and Casey Harwood. Infrastructure Inspection during and after Unexpected Events – Phase V. Report no. 25-1121-0005-142-5. University of Nebraska. Mid-America Transportation Center, 2022. https://rosap.ntl.bts.gov/view/dot/74503.
Rahmatalla, Salam, et al. Infrastructure Inspection during and after Unexpected Events – Phase V. University of Nebraska. Mid-America Transportation Center, 2022, Report no. 25-1121-0005-142-5, ROSA P. https://rosap.ntl.bts.gov/view/dot/74503.
The effect of hydrodynamic added mass on bridge structures during flooding has been investigated in this work, and its secondary effects on the model dynamic characteristics and natural frequency were studied and developed in both experimental and numerical setup. The theoretical background of the added mass calculations plus numerical simulations have been conducted on both full-scale and small-scale models, while experimental studies have been conducted on only a small-scale model in a tilting flume at the University of Iowa hydraulic lab. After publishing a methodology to calculate added mass of inundated bridges in a journal, this work focused on the effects of the inundation depth with the flow current velocity on the hydraulic added mass quantity. Some preliminary experiments have been conducted, and both numerical and experimental tools and setups have been prepared and developed to perform parametric studies to capture the variability of the hydraulic added mass.
This report presents the development of a finite element (FE) model updating scheme of a highway bridge. In this process, the FE model, based on the o
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This report presents the development of a new methodology called bridge loading capacity prediction (BLCP). The proposed method also presents a new ra
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This report compares the performance of a representative highway bridge with two different bearing systems under extreme flood events. A numerical mod
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This report presents the development of a vibration-based damage-detection methodology for the structural health monitoring and damage detection of vi
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Rahmatalla, S., Karimpour, A., & Harwood, C. (2022). Infrastructure Inspection during and after Unexpected Events – Phase V (Report No. 25-1121-0005-142-5). University of Nebraska. Mid-America Transportation Center. https://rosap.ntl.bts.gov/view/dot/74503
Rahmatalla, Salam, Ali Karimpour, and Casey Harwood. Infrastructure Inspection during and after Unexpected Events – Phase V. Report no. 25-1121-0005-142-5. University of Nebraska. Mid-America Transportation Center, 2022. https://rosap.ntl.bts.gov/view/dot/74503.
Rahmatalla, Salam, et al. Infrastructure Inspection during and after Unexpected Events – Phase V. University of Nebraska. Mid-America Transportation Center, 2022, Report no. 25-1121-0005-142-5, ROSA P. https://rosap.ntl.bts.gov/view/dot/74503.
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