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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Motaleb, Mehdi / Rahman, Mohammad / Hindi, Riyadh / Lindquist, Will / Ibrahim, Ahmed (2018): Experimental Investigation of Retrofitted Web-Gap Regions in Steel Bridge Girders. Presented at: Ninth International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018, 9-13 July 2018, Melbourne, Australia.

    https://doi.org/10.1201/9781315189390-72

  2. Motaleb, Mehdi / Ibrahim, Ahmed / Lindquist, Will / Hindi, Riyadh (2019): Evaluation and upgrading web-gap distortion retrofits in steel girder bridges. In: International Journal of Advanced Structural Engineering, v. 11, n. 3 (29 August 2019).

    https://doi.org/10.1007/s40091-019-00240-y

  3. Motaleb, Mehdi / Duong, Nick / Lindquist, Will / Hindi, Riyadh (2017): Repairing Distortion-Induced Fatigue Cracking in a Seismically Retrofitted Steel Bridge: Field Test. Presented at: Structures Congress 2017, April 6–8, 2017, Denver, Colorado.

    https://doi.org/10.1061/9780784480403.027

  4. Motaleb, Mehdi / Lindquist, Will / Ibrahim, Ahmed / Hindi, Riyadh (2019): Repair assessment for distortion-induced fatigue cracks in a seismically retrofitted double-deck bridge complex. In: Engineering Structures, v. 183 (March 2019).

    https://doi.org/10.1016/j.engstruct.2019.01.004

  5. Motaleb, Mehdi / Duong, Nick / Lindquist, Will / Hindi, Riyadh (2017): Investigation of Distortion-Induced Web-Gap Cracking in a Seismically Retrofitted Steel Bridge: Repair Measures. In: Journal of Bridge Engineering (ASCE), v. 22, n. 4 (April 2017).

    https://doi.org/10.1061/(asce)be.1943-5592.0001023

  6. Lindquist, Will / Ibrahim, Ahmed / Tung, Ying / Motaleb, Mehdi / Tobias, Daniel / Hindi, Riyadh (2016): Distortion-Induced Fatigue Cracking in a Seismically Retrofitted Steel Bridge. In: Journal of Performance of Constructed Facilities (ASCE), v. 30, n. 4 (August 2016).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000783

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