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Putting together a plan of action now that will help to protect you from a potential aftershock is the only way, other than simply staying informed, to be proactive in the protection of your retirement.
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Different repair jackets were compared to address the differences that may arise on the post-repair response of rehabilitated bridges subjected to potential aftershocks.
Many studies have indicated the seismic vulnerability of MS-damaged bridge columns, if subjected to potential aftershocks, as substantial damage could accumulate during the MS event (Vosooghi and Saiidi 2012; Di Sarno 2013; He et al. 2013; Li et al. 2014).
The abovementioned results clearly indicate that the CFRP, steel and hybrid repair jackets were essential for post-MS collapse resilience of earthquake damaged bridge piers subjected to potential aftershocks of moderate or severe intensity.
We investigated the seismic activity around the northern neighbor of the 2011 off the Pacific coast of Tohoku Earthquake (MW 9.0) with special attention to a potential large aftershock in the area.
This paper investigates the effects and potential of aftershocks on the accumulated damage of concrete gravity dams.
Indeed, 12 of 13 strong aftershocks (M ≥ 5.0) took place on the northern segment from May 18th to August 7th, 2008, which indicates a high potential for strong aftershock hazards in the northern segment.
Residual drifts not only cause serviceability issues but also increase the potential damage during aftershocks or future events.
This suggests that the Tohoku earthquake, which occurred on the interface between the Pacific plate and the Okhotsk plate, may be causing interactions between the Okhotsk and Eurasian plates, indicating the potential for further aftershocks occurring over an extended region of Japan.
As a result, the aftershocks have small errors, thereby confirming the potential to precisely locate aftershocks.
A large mainshock may trigger numerous aftershocks within a short period, and large aftershocks have the potential to cause additional cumulative damage to structures.
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