Performance of SMART Shear Keys in Concrete Bridges under Tsunami Loading: An Experimental Study

Author:

Zhang Haibin1,Yuan Xinzhe2ORCID,Chen Genda3ORCID,Lomonaco Pedro4ORCID

Affiliation:

1. Associate Professor, School of Civil Engineering and Architecture, Hainan Univ., Haikou 570228, China.

2. Formerly, Research Assistant, School of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409. ORCID:

3. Professor and Robert W. Abbett Distinguished Chair in Civil Engineering, School of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409 (corresponding author). ORCID: .

4. Director, O. H. Hinsdale Wave Research Laboratory, Oregon State Univ., Corvallis, OR 97331. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. Capacity Evaluation of Exterior Sacrificial Shear Keys of Bridge Abutments

2. Experimental Setup for a Large-Scale Bridge Superstructure Model Subjected to Waves

3. Bridge scour and the structural engineer;Briaud J.;Structure,2006

4. Caltrans. 2019. Caltrans seismic design criteria version 2.0. Sacramento, CA: Caltrans.

5. On the runup of long waves on a plane beach

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