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Pender MJ (2006) Integrated design of structure foundation systems: role of shallow founda-
tion bearing strength surfaces. Proc. of New Zealand Workshop on Geotechnical Earthquake
Engineering, 2006, pp 168-204
PenderMJ,Wotherspoon LM,InghamJM,CarrAJ(2006)Approachtodesignofshallowfounda-
tions for low-rise framed structures. Proc. of 100th Anniversary Earthquake Conference Com-
memorating the 1906 San Francisco Earthquake, EERI
Poulos HG, Davis EH(1974) Elasticsolutions for soiland rock mechanics, Wiley, New York
RichardsR,ElmsDG,BuhduM(1993)Seismicbearingstrengthandsettlementofshallowfounda-
tions.Journal ofGeotechnical Engineering 9(5):477-500
Salenc¸on J, Pecker A (1994a) Ultimate capacity strength of shallow foundations under inclined
andeccentricloads.PartI:purelycohesivesoil.EuropeanJournalofMechanicsA/Solids14(3):
349-375
Salenc¸on J, Pecker A (1994b) 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(3):377-396
Standards New Zealand, The Design of Concrete Structures, NZS 3101:1995
Standards New Zealand, StructuralDesign Actions AS/NZS 1170.1:2002
Standards New Zealand, StructuralDesign Actions NZS 1170.5:2004
StewartJP,SeedRB,FenvesGL(2001)Seismicsoil-structureinteractioninbuildings.II:empirical
findings. Journal Geotechnical and Geoenvironmental Engineeering 125(1):38-48
Wotherspoon LM, Pender MJ, Ingham JM (2004a) Effects of foundation model on the earthquake
responseofbuildingsystems.Proc.of3rdICEGEand11thICSDEE,Berkeley,CA,pp766-773
Wotherspoon LM, Pender MJ, Ingham JM (2004b) Combined modelling of structural and foun-
dation systems. Proc. of 13th World Conference on EQ Engineering, Vancouver, Paper 411,
15pages
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