Originally posted by: BlueWeasel
Being a structural engineer in Tupelo (northeast Mississippi), I've noticed an increase in the amount of small earthquakes in MS, AL, Tenn, and Arkansas. Suprisingly, I've actually looked at insurance claims for people claiming an earthquake (who's epicenter was 200+ miles away) of about 3.0 on the Richter scale damaged their house.
The 1999 Standard Building Code increases the earthquake requirements for new structures. The International Building Code, which is slowly being phased in, the EQ requirements are a huge increase compared to the SBC. Since the Northridge quake in the early 1990's, importance has been placed on designing connections (typically the weak areas during an earthquake), that are "fluid" and can withstand earthquake forces.
In the designs I've done within a 50-mile radius of Memphis, earthquake lateral forces govern over wind simply because of the proximity of the New Madrid fault. That means, once I've worked up my numbers, the lateral force on a building from an earthquake is numerically greater than the force of a 80-90MPH wind.
Unfortuantely, it's not feasible to retrofit every building for current earthquake standards. If a huge quake does hit similar to the one around 1800, the buildings that will likely suffer the most damage are the older ones consisting of unreinforced concrete block and brick....ie, old brick churches.
This is a great place to search to see every recorded EQ occuring in a particular area or radius:
Did You Feel It?