Chapter
Sep 12, 2019
15th Triennial International Conference

Seismic Retrofit of a Historic Pier on Soft Soil

Publication: Ports 2019: Port Engineering

ABSTRACT

Puget Sound Naval Shipyard’s Pier 3, constructed between 1941 and 1942, is located in Bremerton, Washington. It was constructed similarly to bridges of that period, using large- diameter columns and massive footings. Due to the era of construction, ductile detailing was not provided at important connections within the lateral load path. In addition, the massive footings supported on timber piles and surrounded by soft clay are relatively flexible in the lateral direction. The combination of these factors has made seismic performance a primary concern for the pier, which, despite being nearly 80 years old, is in good condition. Consequently, the owner commissioned a study to investigate the feasibility of seismically retrofitting the pier to extend its useful life. This paper describes the detailed analysis that was performed to confirm the feasibility of retrofitting Pier 3 with lead-rubber bearings and provides an example of the potential cost savings from implementing such a retrofit.

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REFERENCES

ASCE (American Society of Civil Engineers). (2017) Minimum Design Loads for Buildings and Other Structures, Standard ASCE/SEI 7-16. ASCE, Reston, VA.
ATC (Applied Technology Council). (1996) Seismic Evaluation and Retrofit of Concrete Buildings, Standard ATC-40. ATC, Redwood City, CA.
Chopra, A. K. (2007). Dynamics of Structures: Theory and Applications to Earthquake Engineering (Third Edition). Pearson Prentice Hall. Upper Saddle River, NJ.
Kilborn, J. P., Harn, R. E., and Firat, G. Y. (2010). “Seismic Retrofit of Piers Supported on Battered Piles Using Lead-Rubber Bearings.” Ports 2010, ASCE, Reston, VA.
Kilborn, J. P., Firat, G. Y., Harn, R. E, and Branlund, C. S. (2013). “Seismic Retrofit of a Historic Pier Using Lead-Rubber Bearings.” Ports 2013, ASCE, Reston, VA.
Pesicka, B. A., Harn, R. E., and Linke, J. W. (2018). “Seismic Retrofit of Pier 6 at Puget Sound Naval Shipyard Using Lead-Rubber Bearings.” Eleventh U.S. National Conference on Earthquake Engineering, EERI (Earthquake Engineering Research Institute), Oakland, CA.
Shama, A. A., Mander, J. B., Friedland, I. M., and Allicock, D. R. (2007). Seismic Vulnerability of Timber Bridges and Timber Substructures. University at Buffalo, State University of New York, Buffalo, NY.
Stringer, S. J., Walter, C. A., and Pesicka, B. A. (2013). “An Innovative Method of Enhancing Deep-Water Wharf Stability.” Ports 2013, ASCE, Reston, VA.

Information & Authors

Information

Published In

Go to Ports 2019
Ports 2019: Port Engineering
Pages: 628 - 639
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

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Authors

Affiliations

Benjamin Pesicka, M.ASCE [email protected]
P.E., S.E.
BergerABAM, 33301 9th Ave. S., Suite 300, Federal Way, WA 98198. E-mail: [email protected]
Robert Harn, M.ASCE [email protected]
P.E., S.E.
BergerABAM, 33301 9th Ave. S., Suite 300, Federal Way, WA 98198. E-mail: [email protected]
Jacob Linke, M.ASCE [email protected]
P.E.
BergerABAM, 33301 9th Ave. S., Suite 300, Federal Way, WA 98198. E-mail: [email protected]

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