References
- Abedi-Nik, F. and Khoshnoudian, F. (2011), "On intensity measure selection for nonlinear dynamic analysis of soil-MDOF structure interacting systems", Third International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Corfu, Greece, May.
- Abedi-Nik, F. and Khoshnoudian, F. (2012), "Evaluation of ground motion scaling methods in soil-structure interaction analysis", J. Struct. Design Tall. Spec. Build., DOI: 10.1002/tal.1021.
- ASCE/SEI 7 (2010), American Society of Civil Engineers, Minimum Design Loads for Buildings and Other Structures.
- Aviles, J. and Perez-Rocha, L.E. (2003), "Soil-structure interaction in yielding systems", Earthq. Eng. Struct. D., 32(11), 1749-1771. https://doi.org/10.1002/eqe.300
-
Aviles, J. and Perez-Rocha, L.E. (2005), "Influence of foundation flexibility on R
${\mu}$ and C${\mu}$ factors", J. Struct. Eng., 131(2), 221-230. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:2(221) - Bielak, J. (1975), "Dynamic behavior of structures with embedded foundations", Earthq. Eng. Struct. D., 3, 259-274.
- Bielak, J. (1976), "Modal analysis for building-soil interaction", Eng. Mech. Division. - ASCE, 102(5), 771-786.
- Chopra, A.K. and Gutierrez, J.A. (1974), "Earthquake response analysis of multistory buildings including foundation interaction", Earthq. Eng. Struct. D., 3(1), 65-77. https://doi.org/10.1002/eqe.4290030106
- Ciampoli, M. and Pinto, P.E. (1995), "Effects of soil-structure interaction on inelastic seismic response of bridge piers", J. Struct. Eng., 121(5), 806-814. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:5(806)
- Cordova, P., Deierlein, G., Mehanny, S.F. and Cornell, C.A. (2000), "Development of a two-parameter seismic intensity measure and probabilistic assessment procedure", The Second U.S.-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Hokkaido, Japan, Sep.
- FEMA (2005), "Improvement of nonlinear static seismic analysis procedures", Technical Report-440, Federal Emergency Management Agency.
- Ganjavi, B. and Hao, H. (2012), "Strength reduction factor for MDOF soil-structure systems", J. Struct. Design Tall. Spec. Build., DOI: 10.1002/tal.1022.
- Iguchi, M. (1978), "Dynamic interaction of soil-structure with elastic rectangular foundation", Proceeding of the fifth Japanese Earthquake Engineering Symposium, Tokyo, Japan.
- Jennings, P.C. and Bielak, J. (1973), "Dynamics of building-soil interaction", Bull. Seismol. Soc. Am., 63(1), 9-48.
- Lai, S.P. and Biggs, J.M. (1980), "Inelastic response spectra for aseismic building design", J. Struct. Division, 106(6), 1295-1310.
- Lee, L.H., Han, S.W. and Oh, Y.H. (1999), "Determination of ductility factor considering different hysteretic models", Earthq. Eng. Struct. D., 28(9), 957-977. https://doi.org/10.1002/(SICI)1096-9845(199909)28:9<957::AID-EQE849>3.0.CO;2-K
- Luco, J. (1969), "Dynamic interaction of a shear wall with the soil", J. Eng. Mech. Division., 95(2), 333-346.
- Meek, W. and Wolf, J.P. (1993), "Why cone models can represent the elastic half-space", Earthq. Eng. Struct. D., 22(9), 759-771. https://doi.org/10.1002/eqe.4290220903
- Meek, W. and Wolf, J.P. (1994), "Material damping for lumped-parameter models of foundation", Earthq. Eng. Struct. D., 23(4), 349-362. https://doi.org/10.1002/eqe.4290230402
- Moghaddasi, M., Cubrinovski, M., Pampanin, S., Carr, A. and Chase, J.G. (2010), "Probabilistic evaluation of soil-foundation-structure interaction effects on seismic structural response", Earthq. Eng. Struct. D., DOI: 10.1002/eqe.
- Mylonakis, G. and Gazetas, G. (2000), "Seismic soil-structure interaction: beneficial or detrimental", J. Earthq. Eng., 4(3), 227-301.
- Mylonakis, G. and Gazetas, G. (2001), "Soil-structure interaction effects on elastic and inelastic structures" Proceedings of the Fourth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics and Symposium, San Diego, CA, March.
- Mylonakis, G., Nikolaou, S. and Gazetas, G. (2006), "Footings under seismic loading: analysis and design issues with emphasis on bridge foundations", Soil D. Earthq. Eng., 26(9), 824-853. https://doi.org/10.1016/j.soildyn.2005.12.005
- Nassar, A. and Krawinkler, H. (1991), "Seismic demands for SDOF and MDOF systems", Report No. 95, The John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA.
- Newmark, N.M. and Hall, W.J. (1973), "Seismic design criteria for nuclear reactor facilities", Building Research Series No. 46, National Bureau of Standards, US Department of Commerce, Washington, DC, 209-236.
- Riddel, R. and Newmark, N.M. (1979), "Statistical analysis of the response of nonlinear systems subjected to earthquakes", Structural Research Series No. 468, Department of Civil Engineering, University of Illinois, Urbana.
- Riddel, R., Hidalgo, P. and Cruz, E. (1989), "Response modification factors for earthquake resistant design of short period structures", Earthq. Spectra, 5(3), 571-590. https://doi.org/10.1193/1.1585541
- Rodriguez, M. and Montes, R. (2000), "Seismic response and damage analysis of buildings supported on flexible soils", Earthq. Eng. Struct. D., 29(5), 647-665. https://doi.org/10.1002/(SICI)1096-9845(200005)29:5<647::AID-EQE929>3.0.CO;2-A
- Veletsos, A.S. and Newmark, N.M. (1960), "Effect of inelastic behavior on the response of simple systems to earthquake motions", Proceedings of the second World Conference on Earthquake Engineering, Tokyo, July.
- Veletsos, A.S. and Meek, J.W. (1974), "Dynamic behavior of building-foundation systems", Earthq. Eng. Struct. D., 3(2), 121-138. https://doi.org/10.1002/eqe.4290030203
- Veletsos, A.S. and Verbic, B. (1974), "Dynamics of elastic and yielding structure-foundation systems", Proceedings of 5th World Conf. Earthquake Engineering, Rome, Italy, June.
- Vidic, T., Fajfar, P. and Fischinger, M. (1992), "A procedure for determining consistent inelastic design spectra", Proceeding of Workshop on nonlinear seismic analysis of RC structures, Bled, Slovenia, July.
- Wolf, J.P. (1994), Foundation vibration analysis using simple physical models, Prentice-Hall, Englewood Cliffs, NJ.
- Wolf, J.P. (2004), Foundation vibration analysis: a strength-of-materials approach, Butterworth-Heinemann, Oxford, UK.
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