Seismic design for API 650 closed top welded storage tanks

Deformation of the welding seam of the API 650 closed top welded storage tanks is a common quality problem during the actual use of the API 650 closed top welded storage tanks, which easily causes the tank body to leak and affects the safety of the oil storage tank. The welding seam deformation of the API 650 closed top welded storage tanks is mainly caused by the lack of reserved welding seam gap and irregular operation. The oil storage tank has not reserved the corresponding weld gap, resulting in deeper root removal during the front welding activity. The heat output of the weld will increase under the influence of a long time, and the deformation of the weld will gradually become serious.

Aftershock Level Earthquake (ALE)
This design case shall be applicable only when regulations or project documents specifically require the tank system to be designed or evaluated for aftershocks.
If the outer tank is not designed as a secondary containment (i.e. it serves as vapor barrier and pressure boundary only and is not constructed of API 620 material suitable for the inner tank API 650 closed top welded storage tanks), then no design or evaluation for ALE is required by these provisions for the inner or outer tank.

The calculated thickness of the above-mentioned wall panels required by the hydrostatic pressure is also It API 650 closed top welded storage tanks should be increased by the same ratio, unless special analysis is performed to determine the seismic overturning moment and the corresponding stress at the bottom of the wall of each layer of API 650 tank.

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