1 |
ASCE (2017), Seismic Analysis of Safety-Related Nuclear Structures (4-16), American Society of Civil Engineers, U.S.A.
|
2 |
Behnamfar, F. and Sugimura, Y. (1999), "Dynamic response of adjacent structures under spatially variable seismic waves", Prob. Eng. Mech., 14(1), 33-44. https://doi.org/10.1016/S0266-8920(98)00033-2.
DOI
|
3 |
Chen, J.C., Masienikov, O.R. and Johnson, J.J. (1997), "Seismic response of a nuclear power generation complex including structure-to-structure interaction effects", Proceedings of the American Society of Mechanical Engineers (ASME) Pressure Vessel and Piping Conference, Orlando, Florida, U.S.A., January.
|
4 |
Cho, H.I., Sun, C.G., Kim, J.H. and Kim, D.S. (2018), "OCR evaluation of cohesionless soil in centrifuge model using shear wave velocity", Geomech. Eng., 15(4), 987-995. https://doi.org/10.12989/gae.2018.15.4.987.
DOI
|
5 |
Cremer, C., Pecker, A. and Davenne, L. (2001), "Cyclic macro-element for soil-structure interaction: material and geometrical non-linearities", Int. J. Numer. Anal. Meth. Geomech., 25(13), 1257-1284. https://doi.org/10.1002/nag.175.
DOI
|
6 |
Drosos, V., Georgarakos, T., Loli, M., Anastasopoulos, I., Zarzouras, O. and Gazetas, G. (2012), "Soil-foundation-structure interaction with mobilization of bearing capacity: Experimental study on sand", J. Geotech. Geoenviron. Eng., 138(11), 1369-1386. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000705.
DOI
|
7 |
Fatahi, B., Tabatabaiefar, S.H.R. and Samali, B. (2014), "Soil-structure interaction vs Site effect for seismic design of tall buildings on soft soil", Geomech. Eng., 6(3), 293-320. http://dx.doi.org/10.12989/gae.2014.6.3.293.
DOI
|
8 |
Gajan, S. and Kutter, B.L. (2009b), "Effects of moment-to-shear ratio on combined cyclic load-displacement behavior of shallow foundations from centrifuge experiments", J. Geotech. Geoenviron. Eng., 135(8), 1044-105. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000034.
DOI
|
9 |
Gajan, S. and Kutter, B.L. (2008), "Capacity, settlement, and energy dissipation of shallow footings subjected to rocking", J. Geotech. Geoenviron. Eng., 134(8), 1129-1141. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:8(1129).
DOI
|
10 |
Gajan, S., Kutter, B.L., Phalen, J.D., Hutchinson, T.C. and Martin, G.R. (2005), "Centrifuge modeling of load-deformation behavior of rocking shallow foundations", Soil Dyn. Earthq. Eng., 25(7), 773-783. https://doi.org/10.1016/j.soildyn.2004.11.019.
DOI
|
11 |
Gazetas, G. (1991), Foundation Vibrations, in Foundation Engineering Handbook, Springer US, Boston, Massachusetts, U.S.A., 553-593.
|
12 |
Gazetas, G., Anastasopoulos, I. and Garini, E. (2014), "Geotechnical design with apparent seismic safety factors well-bellow 1", Soil Dyn. Earthq. Eng., 57, 37-45. https://doi.org/10.1016/j.soildyn.2013.10.002.
DOI
|
13 |
Gazetas, G., Anastasopoulos, I., Adamidis, O. and Kontoroupi, T. (2013), "Nonlinear rocking stiffness of foundations", Soil Dyn. Earthq. Eng., 47, 83-91. https://doi.org/10.1016/j.soildyn.2012.12.011.
DOI
|
14 |
Ha, J.G., Lee, S.H., Kim, D.S. and Choo, Y.W. (2014), "Simulation of soil-foundation-structure interaction of Hualien large-scale seismic test using dynamic centrifuge test", Soil Dyn. Earthq. Eng., 61(Supplement C), 176-187. https://doi.org/10.1016/j.soildyn.2014.01.008.
|
15 |
Kobori, T., Minai, R. and Kusakabe, K. (1973), "Dynamical characteristics of soil-structure cross-interaction system", Depart. Bull. Paper, 22(02), 111-151
|
16 |
Kim, D.K., Lee, S.H., Kim, D.S., Choo, Y.W. and Park, H.G. (2015), "Rocking effect of a mat foundation on the earthquake response of structures", J. Geotech. Geoenviron. Eng., 141(1), 04014085. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001207.
DOI
|
17 |
Kitada, Y., Hirotani, T. and Iguchi, M. (1999), "Models test on dynamic structure-structure interaction of nuclear power plant buildings", Nucl. Eng. Des., 192(2), 205-216. https://doi.org/10.1016/S0029-5493(99)00109-0.
DOI
|
18 |
Gajan, S. and Kutter, B.L. (2009a), "Contact interface model for shallow foundations subjected to combined cyclic loading", J. Geotech. Geoenviron. Eng., 135(3), 407-419. https://doi.org/10.1061/(ASCE)1090-0241(2009)135:3(407).
DOI
|
19 |
Knappett, J.A., Madden, P. and Caucis, K. (2015), "Seismic structure-soil-structure interaction between pairs of adjacent building structures", Geotechnique, 65(5), 429-441. https://doi.org/10.1680/geot.SIP.14.P.059.
DOI
|
20 |
Ko, K.W., Ha, J.G., Park, H.J. and Kim, D.S. (2018), "Soil-rounding effect on embedded rocking foundation via horizontal slow cyclic tests", J. Geotech. Geoenviron. Eng., 144(3), 04018004. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001848.
DOI
|
21 |
Kwon, M.H. (2012), "Contact interface fiber section element: Shallow foundation modeling", Geomech. Eng., 4(3), 173-190. https://doi.org/10.12989/gae.2012.4.3.173
DOI
|
22 |
Lee, S.H., Choo, Y.W. and Kim, D.S. (2013), "Performance of an equivalent shear beam (ESB) model container for dynamic geotechnical centrifuge tests", Soil Dyn. Earthq. Eng., 44(Supplement C), 102-114. https://doi.org/10.1016/j.soildyn.2012.09.008.
DOI
|
23 |
Meyerhof, G.G. (1951), "The ultimate bearing capacity of foundations", Geotechnique, 2(4), 301-332 https://doi.org/10.1680/geot.1951.2.4.301.
DOI
|
24 |
Lee, T.H. and Wesley, D.A. (1973), "Soil-structure interaction of nuclear reactor structures considering through-soil coupling between adjacent structures", Nucl. Eng. Des., 24(3), 374-387. https://doi.org/10.1016/0029-5493(73)90007-1.
DOI
|
25 |
Lou, M., Wang, H., Chen, X. and Zhai, Y. (2011), "Structure-soil-structure interaction: Literature review", Soil Dyn. Earthq. Eng., 31(12), 1724-173. https://doi.org/10.1016/j.soildyn.2011.07.008.
DOI
|
26 |
Mason, H.B., Trombetta, N.W., Chen, Z., Bray, J.D., Hutchinson, T.C. and Kutter, B.L. (2013), "Seismic soil-foundation- structure interaction observed in geotechnical centrifuge experiments", Soil Dyn. Earthq. Eng., 48(Supplement C), 162-174. https://doi.org/10.1016/j.soildyn.2013.01.014.
DOI
|
27 |
Schofield, A.N. (1980), "Cambridge geotechnical centrifuge operations", Geotechnique, 30(3), 227-268. https://doi.org/10.1680/geot.1980.30.3.227.
DOI
|
28 |
Ogut, O.C. (2017). "Soil-structure interaction effect of embedded foundation and adjacent buildings on response characteristics of superstructures", Ph.D. Thesis, Nagoya University, Nagoya, Japan.
|
29 |
Padron, L.A., Aznarez, J.J. and Maeso, O. (2009), "Dynamic structure-soil-structure interaction between nearby piled buildings under seismic excitation by BEM-FEM model", Soil Dyn. Earthq. Eng., 29(6), 1084-1096. https://doi.org/10.1016/j.soildyn.2009.01.001.
DOI
|
30 |
Park, H.J., Ha, J.G., Kwon, S.Y., Lee, M.G. and Kim, D.S. (2017), "Investigation of the dynamic behaviour of a storage tank with different foundation types focusing on the soil-foundation-structure interactions using centrifuge model tests", Earthq. Eng. Struct. Dyn., 46(14), 2301-2316. https://doi.org/doi:10.1002/eqe.2905.
DOI
|
31 |
Welch, P. (1967), "The use of fast Fourier transform for the estimation of power spectra: A method based on time averaging over short, modified periodograms", IEEE T. Audio Electroacous., 15(2), 70-73.
DOI
|
32 |
Seong, J.T., Ha, J.G., Kim, J.H., Park, H.J. and Kim, D.S. (2017), "Centrifuge modeling to evaluate natural frequency and seismic behavior of offshore wind turbine considering SFSI", Wind Energy, 20(10), 1787-1800. https://doi.org/10.1002/we.2127.
DOI
|
33 |
Trombetta, N.W., Mason, H.B., Chen, Z., Hutchinson, T.C., Bray, J.D. and Kutter, B.L. (2013), "Nonlinear dynamic foundation and frame structure response observed in geotechnical centrifuge experiments", Soil Dyn. Earthq. Eng., 50, 117-133. https://doi.org/10.1016/j.soildyn.2013.02.010.
DOI
|
34 |
Trombetta, N.W., Mason, H.B., Hutchinson, T.C., Zupan, J.D., Bray, J.D. and Kutter, B.L. (2014). "Nonlinear soil-foundation- structure and structure-soil-structure interaction: centrifuge test observations", J. Geotech. Geoenviron. Eng., 140(5), 04013057. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001074.
DOI
|
35 |
Aldaikh, H., Alexander, N. A., Ibraim, E. and Knappett, J. (2016), "Shake table testing of the dynamic interaction between two and three adjacent buildings (SSSI)", Soil Dyn. Earthq. Eng., 89, 219-232. https://doi.org/10.1016/j.soildyn.2016.08.012.
DOI
|
36 |
Xu, J., Costantino, C., Hofmayer, C. and Ali, S. (2004), "Seismic response prediction of NUPEC's field model tests of NPP structures with adjacent building effect", Proceedings of the ASME/JSME 2004 Pressure Vessels and Piping Conference, San Diego, California, U.S.A.
|
37 |
Beards, C.F. (1996), Structural Vibration: Analysis and Damping, Arnold, London, U.K.
|
38 |
FEMA (2005), "Improvement of nonlinear static seismic analysis procedures", FEMA 440, prepared by Applied Technology Council (ATC-55 Project).
|
39 |
Aldaikh, H., Alexander Nicholas, A., Ibraim, E. and Knappett Jonathan, A. (2018), "Evaluation of rocking and coupling rotational linear stiffness coefficients of adjacent foundations", Int. J. Geomech., 18(1), 04017131. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001041.
DOI
|
40 |
Aldaikh, H., Alexander, N. A., Ibraim, E. and Oddbjornsson, O. (2015), "Two dimensional numerical and experimental models for the study of structure-soil-structure interaction involving three buildings", Comput. Struct., 150(Supplement C), 79-91. https://doi.org/10.1016/j.compstruc.2015.01.003
DOI
|
41 |
Alexander, N. A., Ibraim, E. and Aldaikh, H. (2013), "A simple discrete model for interaction of adjacent buildings during earthquakes", Comput. Struct., 124, 1-10. https://doi.org/10.1016/j.compstruc.2012.11.012.
DOI
|
42 |
Anastasopoulos, I., Kourkoulis, R., Gelagoti, F. and Papadopoulos, E. (2012), "Rocking response of SDOF systems on shallow improved sand: An experimental study", Soil Dyn. Earthq. Eng., 40, 15-33. https://doi.org/10.1016/j.soildyn.2012.04.006.
DOI
|