Chapter
Sep 12, 2019
15th Triennial International Conference

Seismic Design Standards for Nonstructural Components and Nonbuilding Structures in Motems

Publication: Ports 2019: Port Engineering

ABSTRACT

This paper describes development of seismic design standards for nonstructural components and nonbuilding structures in California State Lands Commission (CSLC), Marine Oil Terminal Engineering and Maintenance Standards (MOTEMS). For this purpose, a simple procedure is developed based on ASCE 7 standard and is simplified to structural configuration appropriate to those typically found in marine oil terminals. Underlying assumptions in the MOTEMS procedures and range of applicability are identified. It is shown that the MOTEMS procedure, in general, provides conservative estimate of forces, when compared with results from response history analysis, in nonstructural components and nonbuilding systems supported on marine oil terminals.

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ACKNOWLEDGMENT

This research investigation was supported by the California State Lands Commission (CSLC) under Contract No. C2017-037. This support is gratefully acknowledged.

REFERENCES

ASCE (American Society of Civil Engineers). (2014). Seismic Design of Piers and Wharves, ASCE Standard ASCE/COPRI 61-14, Reston, VA.
ASCE (American Society of Civil Engineers). (2000). Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Report FEMA 356, Federal Emergency Management Agency, Washington, D.C.
ASCE (American Society of Civil Engineers). (2010). Minimum Design Loads for Buildings and Other Structures, ASCE Standard ASCE/SEI 7-10, Reston, VA.
BSSC (Building Seismic Safety Council). (2003). NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, 2003 Ed., Parts 1 and 2, Report FEMA 450, Federal Emergency Management Agency, Washington, D.C.
CSLC (California State Lands Commission). (2016). Marine Oil Terminal Engineering and Maintenance Standards (MOTEMS), Title 24, California Code of Regulations, Part 2, California Building Code, Chapter 31F (Marine Oil Terminals).
DoD (Department of Defense). (2017). Design: Piers and Wharves, Unified Facilities Criteria (UFC) Document UFC 4-152-01.
Goel, R.K. (2018). “Seismic Forces in Ancillary Components Supported on Piers and Wharves,” Earthquake Spectra, 34(2):741-758.
POLB (). (2012). Port of Long Beach Wharf Design Criteria, Version 3.0, Long Beach CA.
POLA (Port of Los Angeles). (2010). The Port of Los Angeles Code for Seismic Design, Upgrade and Repair of Container Wharves, City of Los Angeles Harbor Department, Los Angeles, CA.
POSF (Port of San Francisco). (2012). Seismic Engineering Standard – Piers, Wharves, and Seawall Structures, San Francisco, CA.
Somerville, P., Smith, N., Punyamurthula, S. and Sun, J. (1997). Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Project, SAC Background Document Report No. SAC/BD-9/04, SAC Joint Venture, 555 University Ave., Sacramento, Calif.

Information & Authors

Information

Published In

Go to Ports 2019
Ports 2019: Port Engineering
Pages: 584 - 592
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

Affiliations

Rakesh K. Goel, Ph.D., F.ASCE [email protected]
P.E.
College of Engineering, California Polytechnic State Univ., San Luis Obispo, CA 93407-0350. E-mail: [email protected]

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