Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge [Brief]
Rahmani, M., Ji, X., & Kiet, S. R. (2022). Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge [Brief] (Report No. Project 2033). San Jose State University. College of Business. Mineta Transportation Institute. https://rosap.ntl.bts.gov/view/dot/64372
Rahmani, Mehran, Xintong Ji, and Sovann Reach Kiet. Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge [Brief]. Report no. Project 2033. San Jose State University. College of Business. Mineta Transportation Institute, 2022. https://rosap.ntl.bts.gov/view/dot/64372.
Rahmani, Mehran, et al. Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge [Brief]. San Jose State University. College of Business. Mineta Transportation Institute, 2022, Report no. Project 2033, ROSA P. https://rosap.ntl.bts.gov/view/dot/64372.
This study presents a major development to the wave method, a methodology used for identifying dynamic and material characteristics of a structure via motion waves in the structure. The research team tested the method for use in structural damage detection and damage localization in bridges following an earthquake, the latter being a challenging task. The main goal was to assess the ability of the method by applying it to a shake-table tested prototype bridge. The bridge tested at the University of Nevada Reno, was a 4-span reinforced concrete structure comprising two columns at each bent (6 columns total) and a flat slab. It was tested using seven base excitations, which progressively damaged the bridge to failure.
This study presents a major development to the wave method, a methodology used for structural identification and monitoring. The research team tested
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Rahmani, M., Ji, X., & Kiet, S. R. (2022). Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge [Brief] (Report No. Project 2033). San Jose State University. College of Business. Mineta Transportation Institute. https://rosap.ntl.bts.gov/view/dot/64372
Rahmani, Mehran, Xintong Ji, and Sovann Reach Kiet. Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge [Brief]. Report no. Project 2033. San Jose State University. College of Business. Mineta Transportation Institute, 2022. https://rosap.ntl.bts.gov/view/dot/64372.
Rahmani, Mehran, et al. Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge [Brief]. San Jose State University. College of Business. Mineta Transportation Institute, 2022, Report no. Project 2033, ROSA P. https://rosap.ntl.bts.gov/view/dot/64372.
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