Ground strain estimation for lifeline earthquake engineering
College
Gokongwei College of Engineering
Department/Unit
Civil Engineering
Document Type
Article
Source Title
Structural engineering and mechanics: An international journal
Volume
25
Issue
3
First Page
291
Last Page
310
Publication Date
2007
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. 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.
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Recommended Citation
Koike, T., Maruyama, O., & Garciano, L. O. (2007). Ground strain estimation for lifeline earthquake engineering. Structural engineering and mechanics: An international journal, 25 (3), 291-310. Retrieved from https://animorepository.dlsu.edu.ph/faculty_research/6030
Disciplines
Civil and Environmental Engineering
Keywords
Underground pipelines—Earthquake effects—Japan; Seismic waves
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