Rahmatalla, S., & Karimpour, A. (2018). Infrastructure Inspection During and After Unexpected Events-Phase I (Report No. 25-1121-0005-142-1;MATC-UI: 142-1). University of Nebraska. Mid-America Transportation Center. https://rosap.ntl.bts.gov/view/dot/38811
Rahmatalla, Salam and Ali Karimpour. Infrastructure Inspection During and After Unexpected Events-Phase I. Report no. 25-1121-0005-142-1;MATC-UI: 142-1. University of Nebraska. Mid-America Transportation Center, 2018. https://rosap.ntl.bts.gov/view/dot/38811.
Rahmatalla, Salam, and Ali Karimpour Infrastructure Inspection During and After Unexpected Events-Phase I. University of Nebraska. Mid-America Transportation Center, 2018, Report no. 25-1121-0005-142-1;MATC-UI: 142-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/38811.
This report presents the development of a vibration-based damage-detection methodology for the structural health monitoring and damage detection of vital line structures and highway bridges under extreme conditions, including seismic and water interactions. The damage-detection method uses the transmissibility function-the ratio between the output signals at two locations on the structure-of the acceleration, angular velocity, and strain signals to generate a damage index. The validity of the proposed damage index was tested on a small-scale model of a highway bridge under impact loading, with ground vibration, and inside a water flume. The initial experimental results showed a very promising performance of the proposed damage index in detecting changes in the integrity of the structure under different loading/damage conditions. The results also showed the benefits of deploying heterogeneous kinds of sensors rather than just using one type of sensor.
Content Notes:
Final data for the project is stored in the UNL Data Repository. The metadata URL is: https://doi.org/10.13014/K2VX0DRZ
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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The effect of hydrodynamic added mass on bridge structures during flooding has been investigated in this work, and its secondary effects on the model
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Rahmatalla, S., & Karimpour, A. (2018). Infrastructure Inspection During and After Unexpected Events-Phase I (Report No. 25-1121-0005-142-1;MATC-UI: 142-1). University of Nebraska. Mid-America Transportation Center. https://rosap.ntl.bts.gov/view/dot/38811
Rahmatalla, Salam and Ali Karimpour. Infrastructure Inspection During and After Unexpected Events-Phase I. Report no. 25-1121-0005-142-1;MATC-UI: 142-1. University of Nebraska. Mid-America Transportation Center, 2018. https://rosap.ntl.bts.gov/view/dot/38811.
Rahmatalla, Salam, and Ali Karimpour Infrastructure Inspection During and After Unexpected Events-Phase I. University of Nebraska. Mid-America Transportation Center, 2018, Report no. 25-1121-0005-142-1;MATC-UI: 142-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/38811.
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ensure public access to scientific information.
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