An engineering intensity scale for earthquakes and other ground motion
- 1 February 1970
- journal article
- Published by Seismological Society of America (SSA) in Bulletin of the Seismological Society of America
- Vol. 60 (1) , 217-229
- https://doi.org/10.1785/bssa0600010217
Abstract
An engineering intensity scale is proposed for earthquakes and for ground motion resulting from nuclear or chemical explosions. It is based upon 5 per cent damped response spectra developed from the ground motion and a standard 10 × 9 matrix with columns representing period bands and rows representing prescribed response velocity levels, Sv. Acceleration or relative displacement can also be readily assigned with the use of 4-way logarithmic paper. The El scale can be reported by period column as 9-digit, 3-digit, or 1-digit numbers, or by all three in a standard format. The more digits reported, the greater the amount of information on the period bands. The advantages over existing scales are many including ratings that are directly informative and useful in damage estimations and which ratings are made objectively and have period identification lacking in other scales. Some example El ratings are provided.Keywords
This publication has 3 references indexed in Scilit:
- The motion and damping of buildings relative to seismic response spectraBulletin of the Seismological Society of America, 1970
- Structural Dynamics In Earthquake-Resistant DesignTransactions of the American Society of Civil Engineers, 1960
- Modified Mercalli intensity scale of 1931Bulletin of the Seismological Society of America, 1931