Chapter
Aug 10, 2023

Welded Steel Pipe Joint Seismic Design Procedure for Transient Ground Shaking and Other Axial Loading

ABSTRACT

Few design procedures exist to account for seismic forces imposed on pipeline systems, let alone those that are practical to implement. This paper presents a practical approach to establishing the minimum required joint strength for welded steel pipe (WSP) under severe axial loading, including that from transient ground shaking. This work is based on previously established procedures developed by the Willamette Water Supply Program (WWSP, Program) in support of achieving their seismic resilience goals. The WWSP is a $1.6 billion program that includes over 30 mi of large diameter water transmission line in the seismically active Pacific Northwest region, which is at risk of a magnitude 9.0 Cascadia Subduction Zone earthquake. This paper discusses three methods to consider transient ground shaking and provides a practical step-by-step approach to solve for the required joint strength in sections of WSP pipe, including those in areas of high axial loading. An example is also provided for ductile iron pipe.

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REFERENCES

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Go to Pipelines 2023
Pipelines 2023
Pages: 354 - 363

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Published online: Aug 10, 2023

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Michael J. Britch, M.ASCE [email protected]
P.E.
1WWSP Engineering and Construction Manager, Tualatin Valley Water District, Beaverton, OR. Email: [email protected]
Mark Havekost, M.ASCE [email protected]
P.E.
2Principal Engineer, Delve Underground, Portland, OR. Email: [email protected]

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