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