Chapter
Sep 12, 2019
15th Triennial International Conference

Combined Kinematic and Inertial Seismic Analysis of Marine Structures

Publication: Ports 2019: Port Engineering

ABSTRACT

In performance-based seismic design, a marine structure is designed for inertial loading effects associated with the dynamic response of the structure. Some waterfront structures also experience seismically induced kinematic effects, associated with soil liquefaction and lateral spreading. There is currently no specific guidance in codes or standards for how to combine the kinematic and inertial effects. Also, there is variations in opinion in practice when it comes to addressing these analyses. This paper explores considerations for determining proper load combinations for inertial and kinematic demands, and presents in detail a preferred analysis approach for analyzing a coupled response of these effects. Finally, this “how-to” addresses practical considerations for performing these evaluations.

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REFERENCES

ASCE (American Society of Civil Engineers). (2014) Seismic Design of Piers and Wharves, Standard ASCE/COPRI 61-14. ASCE, Reston, VA.
CBC (California Building Code) (2016), Chapter 31F, Title 24, Marine Oil Terminal Engineering and Maintenance Standards (MOTEMS), California State Lands Commission, Sacramento, CA.
Dickenson, S., Yang, S., Schwarm, D., and Rees, M., “Design Considerations for Kinematic Loading of Piles”, Proceedings of Ports '16: 14th Triennial International Conference, June 2016.
POLA (Port of Los Angeles). (2010). Port of Los Angeles Code for Seismic Design, Upgrade and Repair of Container Wharves, City of Los Angeles Harbor Department, May 2010.
POLB (Port of Long Beach). (2012). Port of Long Beach Wharf Design Criteria, POLB WDC Version 3.0, February 29, 2012.
Port and Harbor Facilities Field Survey Team of the Coasts, Oceans, Ports, and Rivers Institute (COPRI) of the American Society of Civil Engineers (ASCE). (2013). “Chile Earthquake and Tsunami of 2010: Performance of Coastal Infrastructure”. Edge, Billy, ed. ASCE, Reston, VA.
Port and Harbor Facilities Field Survey Team of the Coasts, Oceans, Ports, and Rivers Institute (COPRI) of the American Society of Civil Engineers (ASCE). (2014). “Tohoku, Japan, Earthquake and Tsunami of 2011: Survey of Port and Harbor Facilities, Northern Region”. Percher, Marc, ed. ASCE, Reston, VA.
Technical Council on Lifeline Earthquake Engineering (TCLEE). (2012). “Haiti Mw 7.0 Earthquake of January 12, 2010, Lifeline Performance”. TCLEE Monograph No. 35. Edwards, Curtis, ed. ASCE, Reston, VA.

Information & Authors

Information

Published In

Go to Ports 2019
Ports 2019: Port Engineering
Pages: 66 - 77
Editors: Pooja Jain, Moffatt & Nichol and William S. Stahlman III, America's Central Port
ISBN (Online): 978-0-7844-8261-2

History

Published online: Sep 12, 2019
Published in print: Sep 12, 2019

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Authors

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J. A. Galbraith [email protected]
Simpson Gumpertz & Heger, 500 12th St., Suite 270, Oakland, CA 94607. E-mail: [email protected]
M. A. Naeem [email protected]
Simpson Gumpertz & Heger, 500 12th St., Suite 270, Oakland, CA 94607. E-mail: [email protected]
W. M. Bruin [email protected]
Simpson Gumpertz & Heger, 500 12th St., Suite 270, Oakland, CA 94607. E-mail: [email protected]

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