Structural Engineering and Mechanics
Volume 25, Number 3, 2007, pages 291-310
DOI: 10.12989/sem.2007.25.3.291
Ground strain estimation for lifeline earthquake engineering
Takeshi Koike , Osamu Maruyama , and Lessandro Estelito Garciano
Abstract
Current seismic design guidelines in Japan are diverse in the seismic ground strain estimates, because the concepts on a horizontally propagating wave model are not consistent in various seismic design guidelines including gas, water and other underground structures.<br /> The purpose of this study is (a) to derive the analytical methods to estimate the ground strains for incident seismic waves, (b) to develop a statistical estimation technique of the ground strains, and finally (c) to compare the theoretical estimation with the observed data which was measured at 441 sites in the 1999 Chi-Chi Earthquake in Taiwan.
Key Words
ground strain; spatial variation; buried pipelines; seismic waves
Address
Takeshi Koike, Osamu Maruyama, and Lessandro Estelito Garciano; Musashi Institute of Technology, 1-28-1 Tamazutsumi, Setagaya-ku, Tokyo, 158-8557, Japan
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