63
Honour Lectures /
Conférences honorifiques
Kourkoulis R., Gelagoti F., Anastasopoulos I. 2012. Rocking Isolation
of Frames on Isolated Footings : Design Insights and Limitations.
Journal of Earthquake Engineering,
16(3), 374-400.
Kourkoulis R., Anastasopoulos I., Gelagoti F., Kokkali P. 2012.
Dimensional Analysis of SDOF Systems Rocking on Inelastic Soil.
Journal of Earthquake Engineering
, 16(7), 995-1022.
Kutter B.L., Martin G., Hutchinson T.C., Harden C., Gajan S., Phalen
J.D. 2003.
Status report on study of modeling of nonlinear cyclic
load–deformation behavior of shallow foundations
. University of
California, Davis, PEER Workshop, 2003.
Kutter B.L., Wilson D.L. 2006. Physical Modelling of Dynamic
Behavior of Soil-foundation-superstructure Systems.
International
Journal of Physical Modelling in Geotechnics
, 6(1), 1–12.
Kutter B.L., Martin G., Hutchinson T.C., Harden C., Gajan S., and
Phalen J. D. 2006.
Workshop on modeling of nonlinear cyclic load-
deformation behavior of shallow foundations.
PEER
Report
2005/14, Pacific Earthquake Engineering Research Center,
University of California, Berkeley, CA.
Le Pape Y., & Sieffert J.P. 2001.Application of thermodynamics to the
global modelling of shallow foundations on frictional material.
International Journal for Numerical and Analytical Methods in
Geomechanics
, 25, 1377-1408.
Luco J.E., and Westman R.A., 1971. Dynamic response of circular
footings.
Journal of the Engineering Mechanics Division,
97,
1381–1395.
Makris N., and Roussos, Y. 2000. Rocking response of rigid blocks
under near source ground motions.
Géotechnique,
50, 243–262.
Martin C.M., Houlsby G.T. 2001. Combined loading of spudcan
foundations on clay : numerical modeling.
Géotechnique
, 51(8),
687-699.
Martin G.R., and Lam I.P., 2000. Earthquake resistant design of
foundations: Retrofit of existing foundations.
Geoengineering 2000
Conference (GeoEng2000)
, 19–24 November 2000, Melbourne,
Australia.
Maugeri M., Musumeci G., Novità D., & Taylor C.A. 2000. Shaking
table test of failure of a shallow foundation subjected to an
eccentric load.
Soil Dyn. and Earthq. Eng
., 20 (5-8), 435-444.
Meek J. 1975. Effect of foundation tipping on dynamic response,
Journal of Structural Division,
101, 1297–1311.
Mergos P.E., and Kawashima K. 2005. Rocking isolation of a typical
bridge pier on spread foundation.
Journal of Earthquake
Engineering
, 9(2), 395–414.
Meyerhof G.G. 1963. Some recent research on the bearing capacity of
foundations.
Canadian Geotechnical Journal,
1(1), 6–26.
Nakaki D.K., and Hart G.C. 1987. Uplifting response of structures
subjected to earthquake motions.
U.S.-Japan Coordinated Program
for Masonry Building Research, Report No 2.1-3
(Ewing, Kariotis,
Englekirk, and Hart, eds.).
Negro P., Paolucci R., Pedrett S., and Faccioli E. 2000. Large-scale soil-
structure interaction experiments on sand under cyclic loading.
Paper No. 1191,
12
th
World Conference on Earthquake
Engineering
, 30 January–4 February 2000, Auckland, New
Zealand.
Nova R., & Montrasio L. 1991.Settlement of shallow foundations on
sand.
Géotechnique
, 41(2), 243-256.
Panagiotidou A.I., Gazetas G., and Gerolymos N. 2012. Pushover and
Seismic Response of Foundations on Overconsolidated Clay:
Analysis with P-
δ
Effects,
Ε
arthquake Spectra
, 28(4), 1589-1618.
Panagiotidou A.I. 2010.
2D and 3D inelastic seismic response analysis
of foundation with uplifting and P-
δ
effects
. thesis, National
Technical University, Athens, Greece.
Paolucci R. 1997. Simplified evaluation of earthquake induced
permanent displacements of shallow foundations.
Journal of
Earthquake Engineering
1, 563-579.
Paolucci R. Shirato M., Yilmaz MT. 2008. Seismic behavior of shallow
foundations : shaking table experiments vs. numerical modeling.
Earthquake Engineering & Structural Dynamics,
37(4), 577-595.
Paolucci R., and Pecker A. 1997. Seismic bearing capacity of shallow
strip foundations on dry soils.
Soils and Foundations
37, 95–105
Paulay T., and Priestley M.J.N. 1992.
Seismic Design of Reinforced
Concrete and Masonry Buildings
. John Wiley & Sons, New York,
NY.
Pecker A. 2003. A seismic foundation design process, lessons learned
from two major projects : the Vasco de Gama and the Rion Antirion
bridges.
ACI International Conference on Seismic Bridge Design
and Retrofit
, University of California at San Diego, La Jolla, USA.
Pecker A. 1998. Capacity design principles for shallow foundations in
seismic areas. Keynote lecture, in
11
th
European Conference
Earthquake Engineering
(P. Bisch, P. Labbe, and A. Pecker, eds.)
A. A. Balkema, Rotterdam, The Netherlands, 303–315.
Pender M. 2007. Seismic design and performance of surface
foundations.
4
th
International Conference on Earthquake
Geotechnical Engineering
, Thessaloniki, Greece (CD-ROM).
Priestley M.J.N. 1993. Myths and fallacies in earthquake
Engineering
―
Conflicts between design and Reality.
Bulletin, New
Zealand Society for Earthquake Engineering
, 26, 329–341.
Priestley M.J.N. 2003. Myths and fallacies in earthquake engineering,
revisited.
Ninth Mallet-Milne Lecture
, Rose School, IUSS Press,
Instituto Universitario di Studi Superiori, Pavia, Italy.
Raychowdhury P. & Hutchinson T. 2009. Performance evaluation of a
nonlinear Winkler-based shallow foundation model using
centrifuge test results.
Earthquake Engineering and Structural
Dynamics
, 38(5), 679-698.
Roesset J.M. 1980. Stiffness and damping coefficients of foundations,
in
Dynamic Response of Foundations: Analytical Aspects
(M. W.
O’Neil and R. Dobry, eds.). American Society of Civil Engineers,
Reston, VA, 1–30.
Salençon J., and Pecker A., 1995. Ultimate bearing capacity of shallow
foundations under inclined and eccentric loads. Part II: Purely
cohesive soil without tensile strength.
European Journal of
Mechanics, A:Solids,
14, 377–396.
Shi B., Anooshehpoor A., Zeng Y., and Brune J. 1996. Rocking and
overturning of precariously balanced rocks by earthquake.
Bulletin
of the Seismological Society of America
86, 1364–1371.
Shirato M., Kouno T., Nakatani S., and Paolucci R. 2007. Large-scale
model tests of shallow foundations subjected to earthquake loads, in
Proceedings of the 2
nd
Japan-Greece Workshop on Seismic Design,
Observation, and Retrofit of Foundations
, Japanese Society of Civil
Engineers, Tokyo, Japan, 275–299.
Shirato M., Kuono T., Asai R., Fukui J., and Paolucci R. 2008. Large
scale experiments on nonlinear behavior of shallow foundations
subjected to strong earthquakes.
Soils and Foundations,
48, 673–
692.
Tassoulas J.L. 1984. An investigation of the effect of rigid sidewalls on
the response of embedded circular foundations to obliquely-
incident SV and P waves.
Dynamic Soil–Structure Interaction
,
Rotterdam: A.A.Balkemal,. 55–63.
Ticof J. 1977.
Surface footings on sand under general planar loads
,
Ph.D. Thesis, University of Southampton, U.K.
Ukritchon B., Whittle A.J., Sloan S.W. 1998. Undrained limit analysis
for combined loading of strip footings on clay.
Journal of
Geotechnical and Geoenvironmetal Engineering
, ASCE, 124(3),
265-276.
Veletsos A.S., & Nair V.V. 1975. Seismic interaction of structures on
hysteretic foundations.
Journal of Structural Engineering, ASCE,
101(1), 109–29.
Vesic A.S. 1973. Analysis of ultimate loads of shallow foundations.
Journal of Soil Mechanics Foundation Div.
, ASCE, 99, 45–73.
Vetetsos A.S., and Wei Y.T. 1971. Lateral and rocking vibration of
footings.
Journal of the Soil Mechanics and Foundation Division
97, 1227–1248.
Wolf J.P. 1988.
Soil–Structure Interaction Analysis in Time-
Domain
.Prentice–Hall, Englewood Cliffs, NJ.
Zhang J., and Makris N. 2001. Rocking Response of Free-Standing
Blocks Under Cycloidal Pulses.
Journal of Engineering Mechanics
,
127(5), 473–483.
