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Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge

CITE Title : Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge Creator(s) : Rahmani, Mehran;Ji, Xintong;Kiet, Sovann Reach; Corporate Creator(s) : San Jose State University. College of Business. Mineta Transportation Institute Corporate Contributor(s) : United States. Department of Transportation. University Transportation Centers (UTC) Program;State of California SB1 2017/2018, Trustees of the California State University Sponsored Programs Administration;United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology; Published Date : 2022-09-01 Report Number : 22-37 DOI : https://www.doi.org/10.31979/mti.2022.2033 "Damage Detection and Damage" (2022). https://www.doi.org/10.31979/mti.2022.2033 "Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge" (2022), https://www.doi.org/10.31979/mti.2022.2033 "Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge" , 2022, https://www.doi.org/10.31979/mti.2022.2033 Export RIS Citation Information.

:

Rahmani, Mehran ;

Ji, Xintong

2022-09-01

:

This study presents a major development to the wave method, a methodology used for structural identification and monitoring. The research team tested ...
Structural Identification and Damage Detection in Bridges Using Wave Method and Uniform Shear Beam Models: A Feasibility Study

CITE Title : Structural Identification and Damage Detection in Bridges Using Wave Method and Uniform Shear Beam Models: A Feasibility Study Creator(s) : Rahmani, Mehran;Naik, Manan; Corporate Creator(s) : San Jose State University. Mineta International Institute for Surface Transportation Corporate Contributor(s) : State of California SB1 2017/2018, Trustees of the California State University Sponsored Programs Administration;California State University Transportation Consortium (CSUTC);California State University, Long Beach; Published Date : 2021-02-01 Report Number : 21-02 DOI : https://doi.org/10.31979/mti.2021.1934 "Structural Identification and Damage" (2021). https://doi.org/10.31979/mti.2021.1934 "Structural Identification and Damage Detection in Bridges Using Wave Method and Uniform Shear Beam Models: A Feasibility Study" (2021), https://doi.org/10.31979/mti.2021.1934 "Structural Identification and Damage Detection in Bridges Using Wave Method and Uniform Shear Beam Models: A Feasibility Study" , 2021, https://doi.org/10.31979/mti.2021.1934 Export RIS Citation Information.

:

Rahmani, Mehran ;

Naik, Manan

2021-02-01

:

This report presents a wave method to be used for the structural identification and damage detection of structural components in bridges, e.g., bridge...
Development of DARWin-ME Design Guideline for Louisiana Pavement Design

CITE Title : Development of DARWin-ME Design Guideline for Louisiana Pavement Design Creator(s) : Wu, Zhong;Xiao, Danny X.; Corporate Creator(s) : Louisiana Transportation Research Center Corporate Contributor(s) : Louisiana. Dept. of Transportation and Development;United States. Federal Highway Administration; Published Date : 2016-01-01 Report Number : FHWA/LA.11/551 URL : /view/dot/39270 "Development of DARWin-ME Design" (2016). "Development of DARWin-ME Design Guideline for Louisiana Pavement Design" (2016) "Development of DARWin-ME Design Guideline for Louisiana Pavement Design" , 2016 Export RIS Citation Information.

:

Wu, Zhong ;

Xiao, Danny X.

2016-01-01

:

The AASHTOWare Pavement METM Design is the next generation of AASHTO pavement design software, which builds upon the newly developed NCHRP Mechanistic...
Simplifying Cast-In-Place Joint Design Using ABC Pocket Connection Details in High Seismic Regions

CITE Title : Simplifying Cast-In-Place Joint Design Using ABC Pocket Connection Details in High Seismic Regions Creator(s) : Schwartz, Taylor;Saiid Saiidi, M;Moustafa, Mohamed; Corporate Creator(s) : University of Nevada, Reno. Center for Civil Engineering Earthquake Research Corporate Contributor(s) : Nevada. Department of Transportation Published Date : 2021-06-01 Report Number : 494-18-803 URL : /view/dot/64499 "Simplifying Cast-In-Place Joint Design" (2021). "Simplifying Cast-In-Place Joint Design Using ABC Pocket Connection Details in High Seismic Regions" (2021) "Simplifying Cast-In-Place Joint Design Using ABC Pocket Connection Details in High Seismic Regions" , 2021 Export RIS Citation Information.

:

Schwartz, Taylor ;

Saiid Saiidi, M

2021-06-01

:

Accelerated bridge construction (ABC) utilizes precast members to minimize on-site construction time, making it an appealing alternative to convention...
Repair and Testing of Out-of-Plane Seismic Response of Pocket Connections

CITE Title : Repair and Testing of Out-of-Plane Seismic Response of Pocket Connections Creator(s) : Romero, Allan J.;Moustafa, Mohamed A.;Saiidi, M. Saiid;Ebrahimian, Hamed; Corporate Creator(s) : University of Nevada, Reno Corporate Contributor(s) : Nevada. Department of Transportation Published Date : 2020-01-01 Report Number : 023-20-803 URL : /view/dot/62661 "Repair and Testing of" (2020). "Repair and Testing of Out-of-Plane Seismic Response of Pocket Connections" (2020) "Repair and Testing of Out-of-Plane Seismic Response of Pocket Connections" , 2020 Export RIS Citation Information.

:

Romero, Allan J. ;

Moustafa, Mohamed A.

2020-01-01

:

Accelerated bridge construction (ABC) has been utilized in precast bridge structures because of its advantage to expedite on-site construction. In ABC...
Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge [Brief]

CITE Title : Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge [Brief] Creator(s) : Rahmani, Mehran;Ji, Xintong;Kiet, Sovann Reach; Corporate Creator(s) : San Jose State University. College of Business. Mineta Transportation Institute Corporate Contributor(s) : United States. Department of Transportation. University Transportation Centers (UTC) Program;United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology;State of California SB1 2017/2018, Trustees of the California State University Sponsored Programs Administration; Published Date : 2022-09-01 Report Number : Project 2033 URL : /view/dot/64372 "Damage Detection and Damage" (2022). "Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge [Brief]" (2022) "Damage Detection and Damage Localization in Bridges with Low-Density Instrumentations Using the Wave-Method: Application to a Shake-Table Tested Bridge [Brief]" , 2022 Export RIS Citation Information.

:

Rahmani, Mehran ;

Ji, Xintong

2022-09-01

:

This study presents a major development to the wave method, a methodology used for identifying dynamic and material characteristics of a structure via...
Detecting Weakened Highway and Railroad Bridge Substructures at Deck Level

CITE Title : Detecting Weakened Highway and Railroad Bridge Substructures at Deck Level Creator(s) : Mullen, Chris L.;Ervin, Elizabeth K.; Corporate Creator(s) : University of Mississippi. Dept. of Civil Engineering Corporate Contributor(s) : University Transportation Centers Program (U.S.);United States. Department of Transportation;United States. Federal Highway Administration; Published Date : 2016-05-01 URL : /view/dot/39299 "Detecting Weakened Highway and" (2016). "Detecting Weakened Highway and Railroad Bridge Substructures at Deck Level" (2016) "Detecting Weakened Highway and Railroad Bridge Substructures at Deck Level" , 2016 Export RIS Citation Information.

:

Mullen, Chris L. ;

Ervin, Elizabeth K.

2016-05-01

:

The ability to detect damage in substructures of highway and railway bridges using modal vibration techniques performed at the superstructure deck lev...
Development of Earthquake-Resistant Precast Pier Systems for Accelerated Bridge Construction in Nevada

CITE Title : Development of Earthquake-Resistant Precast Pier Systems for Accelerated Bridge Construction in Nevada Creator(s) : Mehrsoroush, Ali;Saiidi, Mehdi Saiid;Ryan, Keri; Corporate Creator(s) : University of Nevada, Reno Corporate Contributor(s) : Nevada. Dept. of Transportation Published Date : 2017-06-01 Report Number : CCEER 17-03 10 URL : /view/dot/39296 "Development of Earthquake-Resistant Precast" (2017). "Development of Earthquake-Resistant Precast Pier Systems for Accelerated Bridge Construction in Nevada" (2017) "Development of Earthquake-Resistant Precast Pier Systems for Accelerated Bridge Construction in Nevada" , 2017 Export RIS Citation Information.

:

Mehrsoroush, Ali ;

Saiidi, Mehdi Saiid

2017-06-01

:

The Nevada Department of Transportation (NDOT) has used to a limited extent prefabricated bridge elements for accelerated construction of single-span ...
Cut-and-Cover Shake Table Test Program

CITE Title : Cut-and-Cover Shake Table Test Program Creator(s) : Kim, Kyungtae;Elgamal, Ahmed; Corporate Creator(s) : University of California, San Diego. Dept. of Structural Engineering Corporate Contributor(s) : California. Dept. of Transportation. Engineering Service Center;California. Dept. of Transportation. Division of Research and Innovation; Published Date : 2017-12-01 Report Number : CA17-2561 URL : /view/dot/43657 "Cut-and-Cover Shake Table Test" (2017). "Cut-and-Cover Shake Table Test Program" (2017) "Cut-and-Cover Shake Table Test Program" , 2017 Export RIS Citation Information.

:

Kim, Kyungtae ;

Elgamal, Ahmed

2017-12-01

:

A series of shake table tests of a 1/9 scale shallow tunnel was performed to assess: i) overall peak dynamic response of the soilstructure system asso...
Shake Table Studies of a Bridge System with ABC Connections

CITE Title : Shake Table Studies of a Bridge System with ABC Connections Creator(s) : Shoushtari, Elmira;Saiidi, Mehdi Saiid;Itani, Ahmad M.;Moustafa, Mohamed A.; Corporate Creator(s) : Accelerated Bridge Construction University Transportation Center (ABC-UTC);Florida International University. Department of Civil and Environmental Engineering; Corporate Contributor(s) : United States. Department of Transportation. University Transportation Centers (UTC) Program Published Date : 2019-04-01 Report Number : ABC-UTC-2013-C2-UNR04-Final URL : /view/dot/42747 "Shake Table Studies of" (2019). "Shake Table Studies of a Bridge System with ABC Connections" (2019) "Shake Table Studies of a Bridge System with ABC Connections" , 2019 Export RIS Citation Information.

:

Shoushtari, Elmira ;

Saiidi, Mehdi Saiid

2019-04-01

:

Accelerated bridge construction (ABC) reduces the onsite construction time by utilizing prefabricated elements. Connections between prefabricated elem...
Reliability of FEQDrain for Modeling Performance of Sand Treated With Large Diameter Prefabricated Vertical Drains for Liquefaction Mitigation

CITE Title : Reliability of FEQDrain for Modeling Performance of Sand Treated With Large Diameter Prefabricated Vertical Drains for Liquefaction Mitigation Creator(s) : Rollins, Kyle M.;Meservy, Travis H; Corporate Creator(s) : Brigham Young University. Department of Civil and Environmental Engineering Corporate Contributor(s) : Utah. Dept. of Transportation. Research Division;United States. Department of Transportation. Federal Highway Administration; Published Date : 2018-08-01 Report Number : UT-18.21 URL : /view/dot/66342 "Reliability of FEQDrain for" (2018). "Reliability of FEQDrain for Modeling Performance of Sand Treated With Large Diameter Prefabricated Vertical Drains for Liquefaction Mitigation" (2018) "Reliability of FEQDrain for Modeling Performance of Sand Treated With Large Diameter Prefabricated Vertical Drains for Liquefaction Mitigation" , 2018 Export RIS Citation Information.

:

Rollins, Kyle M. ;

Meservy, Travis H

2018-08-01

:

The objective of the modeling in this study was to evaluate the reliability of the axisymmetric finite element computer program FEQDrain for computing...
Shaking Table Tests to Evaluate Effectiveness of Vertical Drains for Liquefaction Mitigation

CITE Title : Shaking Table Tests to Evaluate Effectiveness of Vertical Drains for Liquefaction Mitigation Creator(s) : Rollins, Kyle M.;Oakes, Caleb; Corporate Creator(s) : Brigham Young University. Department of Civil and Environmental Engineering Corporate Contributor(s) : Utah. Dept. of Transportation. Research Division;United States. Department of Transportation. Federal Highway Administration; Published Date : 2018-08-01 Report Number : UT-18.20 URL : /view/dot/66341 "Shaking Table Tests to" (2018). "Shaking Table Tests to Evaluate Effectiveness of Vertical Drains for Liquefaction Mitigation" (2018) "Shaking Table Tests to Evaluate Effectiveness of Vertical Drains for Liquefaction Mitigation" , 2018 Export RIS Citation Information.

:

Rollins, Kyle M. ;

Oakes, Caleb

2018-08-01

:

This research was designed to evaluate the ability of vertical drains to prevent liquefaction and limit associated settlement. Drain performance was i...
Interaction of MSE Abutments with Bridge Superstructures under Seismic Loading – Shaking Table Tests

CITE Title : Interaction of MSE Abutments with Bridge Superstructures under Seismic Loading – Shaking Table Tests Creator(s) : McCartney, John S.;Shing, P Benson;Zheng, Yewei;Rong, Wenyong;Fox, Patrick J.; Corporate Creator(s) : University of California, San Diego. Dept. of Structural Engineering Corporate Contributor(s) : California Department of Transportation. Division of Engineering Services;United States. Department of Transportation. Federal Highway Administration; Published Date : 2018-01-01 Report Number : CA17-2539, UCSD/SSRP 18-01 URL : /view/dot/66133 "Interaction of MSE Abutments" (2018). "Interaction of MSE Abutments with Bridge Superstructures under Seismic Loading – Shaking Table Tests" (2018) "Interaction of MSE Abutments with Bridge Superstructures under Seismic Loading – Shaking Table Tests" , 2018 Export RIS Citation Information.

:

McCartney, John S. ;

Shing, P Benson

2018-01-01

:

This report presents results from shaking table tests on half-scale mechanically-stabilized earth (MSE) bridge abutments. The testing program consists...