Hydrodynamic Real-Time Hybrid Simulation Demonstrated for Cascading Seismic and Tsunami Events

Author:

Neumann Christopher1,Simpson Barbara2ORCID,Schellenberg Andreas3,Lomonaco Pedro4ORCID,You Shawn5

Affiliation:

1. Graduate Student Researcher, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331.

2. Assistant Professor, School of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305 (corresponding author). ORCID: .

3. Associate Principal, Maffei Structural Engineering, San Francisco, CA 94111.

4. Director, O. H. Hinsdale Wave Research Laboratory, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331. ORCID: .

5. Senior Staff Engineer, MTS Systems Corporation, Eden Prairie, MN 55344.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference92 articles.

1. Aage, C., and P. Jorgensen. 1989. “Wave loads on a cylinder in 2-D and 3-D deep water waves.” In Proc., 8th Int. Conf. Offshore Mechanics and Arctic Engineering, 175, Washington, DC: DOE.

2. Probabilistic Assessment of Structural Performance of Bridges under Tsunami Hazard

3. Assessment of wind-induced vibration mitigation in a tall building with damped outriggers using real-time hybrid simulations

4. Dynamic response of offshore platforms to extreme waves including fluid–structure interaction;Anagnostopoulos S. A.;Eng. Struct.,1982

5. Aviram, A., B. Stojadinovic, G. Parra-Montesinos, and K. Mackie. 2010. Structural response and cost characterization of bridge construction using seismic performance enhancement strategies. Berkeley, CA: Pacific Earthquake Engineering Research Center.

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