Geoscience Reference
In-Depth Information
Gallerie e caverne in roccia”. Authors are grateful to Ezio Faccioli for fruitful comments
anddiscussionsthroughoutthework.Thematerialoffiguresfrom18.1to18.10hasbeen
takenfromthePhDThesisofLauraScandellaandtheMasterThesisofChiaraSmerzini,
whose enthusiastic help has been fundamental for the contribution of the first author of
this paper. The contribution by W.R. Stephenson and G.Q. Wang, who kindly provided,
respectively,theParkwayValleyandUPSARdatafortheSanSimeonearthquake,isalso
gratefully recognized. The second author is grateful to Anastasios Anastasiadis lecturer
inAUTH,aswellastoDrMariaAlexoudiandPhDstudentDimitraManouforproviding
and elaborating data and their substantial help in preparing figures of the second part of
the paper. Most of the work presented herein and especially in the second part comes
from two research programs, MERP and SRMLIFE funded by EUand GSRT of Greece,
respectively.
REFERENCES
Abrahamson N (2003) Model for strain from transient ground motion. In: Proc. Workshop on the
Effect of Earthquake-Induced Transient Ground Surface Deformations on At-Grade Improve-
ments, CUREE. Publication No. EDA-04, curee.org/projects/EDA/docs/CUREE-EDA04.pdf
Oakland, CA, USA
AFPS/AFTES (2001) Guidelines on earthquake design and protection of underground structures,
Working group of the French association for seismic engineering (AFPS) and French tunneling
association (AFTES),Version 1,May 2001
AlexoudiM(2005)Contributiontoseismicassessmentoflifelinesinurbanareas.Developmentof
holisticmethodologyforseismicrisk.PhDThesis,CivilEngineerDepartment,AristotleUniver-
sityof Thessaloniki, Greece (inGreek)
Alexoudi M, Anastasiadis A, Pitilakis K (2007) Risk assessment of water systems in earthquake
prone areas. In: Proc. 4th Int. Conf. Earthquake Geotechnical Engineering, June 25-28, 2007,
Thessaloniki, Greece, Paper No. 1632
American Lifelines Alliance (2001a) Seismic Fragility Formulations for Water Systems. Part 1—
Guideline.Technicalreportpreparedbyapublic-privatepartnershipbetweenFEMAandASCE,
104 pp
American Lifelines Alliance (2001b) Seismic Fragility Formulations for Water Systems. Part 2—
Appendices. Technical report prepared by a public-private partnership between FEMA and
ASCE,239 pp
Bielak J, Loukakis K, Hisada Y, Yoshimura C (2003) Domain reduction method for three-
dimensional earthquake modeling in localized regions. Part I: Theory. Bulletin of the Seismo-
logical Society of America 93:817-824
Bodin P, Gomberg J, Singh SK, Santoyo MA (1997) Dynamic deformations of shallow sediments
in the Valley of Mexico, part I: Three-dimensional strains and rotations recorded on a seismic
array. Bulletin ofthe Seismological SocietyofAmerica 87:528-539
CEN (2006) Eurocode 8—Design of structures for earthquake resistance. Part 4: Silos, tanks and
pipelines. prEN 1998-4, Final draft, January 2006,Comit´e Europ´een de normalisation,Brussels
Ch´avez-Garc´ıa FJ, Stephenson WR, Rodr´ıguez M (1999) Lateral propagation effects observed at
Parkway, New Zealand. A case of history to compare 1D versus 2D site effects. Bulletin of the
Seismological Society of America 89:718-732
Faccioli E, Maggio F, Paolucci R, Quarteroni A (1997) 2D and 3D elastic wave propagation by a
pseudo-spectral domain decomposition method. Journalof Seismology 1:237-251
