1 |
Chatzigogos, C.T., Figini, R., Pecker, A. and Salencon, J. (2011), "A macro-element formulation for shallow foundations on cohesive and frictional soils", Int. J. Num. Anal. Meth. Geomech., 35(8), 902-935.
DOI
ScienceOn
|
2 |
Chopra, A.K. and Yim, C.S. (1985), "Simplified earthquake analysis of structures with foundation uplift", J. Struct. Div. - ASCE, 111(4), 906-930.
DOI
ScienceOn
|
3 |
Cernica, J.N. (1995), Foundation Design, John Wiley & Sons Inc., New York.
|
4 |
Cremer, C., Pecker, A. and Davenne, L. (2001), "Cyclic macro-element of soil-structure interaction: material and geometric nonlinearities", Int. J. Num. Anal. Meth. Geomech., 25(13), 1257-1284.
DOI
ScienceOn
|
5 |
Duncan, J.M. and Chang, C.Y. (1970), "Nonlinear analysis of stress and strain in soils", J. Soil Mech. Found. Div. - ASCE, 96(5), 1629-1653.
|
6 |
Duncan, J.M. and Mokwa, R.L. (2001), "Passive earth pressure: theories and tests", J. Geotech. Geoenviron. Eng. - ASCE, 127(3), 248-257.
DOI
ScienceOn
|
7 |
EPRI (1990), Manual on Estimating Soil Properties for Foundation Design, Electric Power Research Institute, Palo Alto, California.
|
8 |
Kutter, B.L., Martin, G., Hutchinson, T.C., Harden, C., Gajan, S. and Phalen, J.D. (2003), "Study of modeling of nonlinear cyclic load-deformation behavior of shallow foundations", Pacific Earthquake Engineering Research Center Workshop Report, University of California, Davis.
|
9 |
Meyerhof, G.C. (1963), "Some recent research on the bearing capacity of foundations", Can. Geotech. J., 1(1), 16-26.
DOI
|
10 |
Nakaki, D.K. and Hart, G.C. (1987), Uplifting Response of Structures Subjected to Earthquake Motions, U.S.-Japan Coordinated for Masonry Building Research Report N. 2.1-3.
|
11 |
Negro, P., Pinto, A.V., Verzeletti, G. and Magonette, G.E. (1996), "PsD test on a four-storey R/C building designed according to Eurocodes", J. Struct. Eng. - ASCE, 128(5), 595-602.
|
12 |
Negro, P., Verzeletti, G., Molina, J., Pedretti, S., Lo Presti, D. and Pedroni, S. (1998), Large Scale Geotechnical Experiments on Soil-Foundation Interaction, Special Publication No. I.98.73, European Commission Joint Research Centre, Ispra, Italy.
|
13 |
Negro, P., Paolucci, R., Pedretti, S. and Faccioli, E. (2000), "Large scale soil-structure interaction experiments on sand under cyclic load", Proceedings of 12th World Conference on Earthquake Engineering, Auckland, New Zealand.
|
14 |
Nova, R. and Montrasio, L. (1991), "Settlements of shallow foundations on sand", Geotechnique, 41(2), 243-256.
DOI
|
15 |
ATC-40 (1996), Seismic Evaluation and Retrofit of Concrete Buildings, Applied Technology Council, Redwood City, California.
|
16 |
Bellotti, R., Jamiolkowski, M., Lo Presti, D. and O'Neil, D. (1996), "Anisotropy of small strain stiffness in Ticino sand", Geotechnique, 46(1), 115-131.
DOI
|
17 |
Burnier, A.A.L., Oliveira, R.R.V., Azevedo, R.F., Azevedo, I.D. and Nogueira, C.L. (2007), "Finite element analysis of a footing load test", Proceedings of Applications of Computational Mechanics in Geotechnical Engineering, Guimaraes, Portugal.
|
18 |
Faccioli, E., Paolucci, R. and Vivero, G. (2001), "Investigation of seismic soil-footing interaction by large scale cyclic tests and analytical models", Proceedings of 4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, California.
|
19 |
OpenSees (2008), Open System for Earthquake Engineering Simulation, Pacific Earthquake Engineering Research Center (PEER), University of California, Berkeley.
|
20 |
Paolucci, R. (1997), "Simplified evaluation of earthquake-induced permanent displacements of shallow foundations", J. Earthq. Eng., 1(3), 563-579.
|
21 |
FEMA-273 (1997), NEHRP Guidelines and Commentary for Seismic Rehabilitation of Buildings, Washington, DC.
|
22 |
Gajan, S. (2006), Physical and Numerical Modeling of Nonlinear Cyclic Load-Deformation Behavior of Shallow Foundations Supporting Rocking Shear Walls, Doctoral Thesis, Department of Civil and Environmental Engineering, University of California, Davis.
|
23 |
Gazetas, G. (1991), "Displacement and soil-structure interaction under dynamic and cyclic loadings", Proceedings of 10th European Conference on Soil Mechanics and Foundation Engineering, Florence, Italy.
|
24 |
Grange, S., Kotronis, P. and Mazars, J. (2008), "A macro-element for a circular foundation to simulate 3D soil-structure interaction", Int. J. Num. Anal. Meth. Geomech., 32(10), 1205-1227.
DOI
ScienceOn
|
25 |
Hansen, J.B. (1970), "A revised and extended formula for bearing capacity", Dan. Geotech. Inst. Bull. no. 28, Copenhagen, Denmark.
|
26 |
Houlsby, G.T. and Cassidy, M.J. (2002), "A plasticity model for the behavior of footings on sand under combined loading", Geotechnique, 52(2), 117-129.
DOI
ScienceOn
|
27 |
Huat, B.B.K. and Mohammed, T.A. (2006), "Finite element study using FE code (PLAXIS) on the geotechnical behavior of shell footings", J. Comput. Sci., 2(1), 104-108.
DOI
|
28 |
Scott, R.F. (1981), Foundation Analysis, Prentice-Hall Inc., Eaglewood Cliffs, New Jersey.
|
29 |
Raychowdhury, P. (2008), Nonlinear Winkler-Based Shallow Foundation Model for Performance Assessment of Seismically Loaded Structures, Doctoral Thesis, Department of Civil and Environmental Engineering, University of California, San Diego.
|
30 |
Rosebrook, K.R. (2001), Moment Loading on Shallow Foundations: Centrifuge Test Data Archives, Master Thesis, Department of Civil and Environmental Engineering, University of California, Davis.
|
31 |
SEAOC (1995), Vision 2000: Performance Based Seismic Engineering of Buildings, Structural Engineers Association of California, Sacramento, CA.
|
32 |
Shirato, M., Paolucci, R., Kuono, R., Nakatani, S., Fukui, J., Nova, R. and di Prisco, C. (2008), "Numerical simulation of model tests of pier-shallow foundation systems subjected to earthquake loads using an elasto-uplift-plastic macro element", Soils Found., 48(5), 693-711.
DOI
ScienceOn
|
33 |
Spacone, E., Filippou, F.C. and Taucer, F.F. (1994), "Fibre beam-column model for nonlinear analysis of R/C frames: part I- formulation", Earthq. Eng. Struc. Dyn., 25, 711-725.
|
34 |
Taylor, P.W., Barlett, P.E. and Weissing P.R. (1981), "Foundation rocking under earthquake loading", Proceedings of 10th International Conference on Soil Mechanics and Foundation, Rotterdam, The Netherlands.
|
35 |
Taylor, R.L. (2000), FEAP: A Finite Element Analysis Program. User manual: version 7.3, Department of Civil and Environmental Engineering, University of California, Berkeley.
|
36 |
Terzaghi, K. (1943), Theoretical Soil Mechanics, Wiley, New York.
|
37 |
Ugalde, J. (2007), Centrifuge Test on Bridge Columns on Shallow Square Footings, Master Thesis, Department of Civil and Environmental Engineering, University of California, Davis.
|
38 |
Potyondy, J.G. (1961), "Skin friction between various soils and construction materials", Geotechnique, 11(1), 243-256.
|
39 |
Yang, Y.B., Hung, H.H. and He, M.J. (2000), "Sliding and rocking response of rigid blocks due to horizontal excitations", Struct. Eng. Mech., 9(1), 1-16.
DOI
|