Relative Motion of Two Points during an Earthquake
- 1 November 1976
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Geotechnical Engineering Division
- Vol. 102 (11) , 1191-1194
- https://doi.org/10.1061/ajgeb6.0000346
Abstract
The design of a facility to withstand an earthquake must permit the connections between its parts to accommodate relative motions. A wave train or earthquake motion propagates horizontally between two points separated by a distance, ib. If the wave shape is not changed during passage and if the wave velocity is ic, the time lag between the motion of the two points is b/c, and the relative motion could be simply computed by shifting the time history of motion by b/c to obtain the motion at point B and subtracting the result from the motion at point A. When a shallow layer of soil is underlain by stiffer rock, c is the wave velocity in the rock.Keywords
This publication has 0 references indexed in Scilit: