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NTIS 바로가기Soil dynamics and earthquake engineering, v.136, 2020년, pp.106238 -
Ko, Kil-Wan , Ha, Jeong-Gon , Kim, Dong-Soo
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Soil Dynam Earthq Eng Kausel 30 822 2010 10.1016/j.soildyn.2009.11.001 Early history of soil-structure interaction
Wolf 1985 Dynamic soil-structure interaction
J Appl Sci Eng Roesset 16 1 2013 Soil structure interaction the early stages
Structure Anand 16 317 2018 10.1016/j.istruc.2018.10.009 Seismic soil-structure interaction: a state-of-the-art review
J Geotech Geoenviron Eng Kim 129 323 2003 10.1061/(ASCE)1090-0241(2003)129:4(323) Kinematic soil-structure interaction from strong motion recordings
2012 Soil-structure interaction for building structures
Earthq Spectra Stewart 16 511 2000 10.1193/1.1586124 Variations between foundation‐level and free‐field earthquake ground motions
Can Geotech J Ko 56 12 1917 2019 10.1139/cgj-2018-0248 Evaluation of dynamic bending moment of disconnected piled raft via centrifuge tests
Soil Dynam Earthq Eng Mason 48 162 2013 10.1016/j.soildyn.2013.01.014 Seismic soil-foundation-structure interaction observed in geotechnical centrifuge experiments
J Geotech Geoenviron Eng Stewart 125 26 1999 10.1061/(ASCE)1090-0241(1999)125:1(26) Seismic soil-structure interaction in buildings. I: analytical methods
J Earthq Eng Mylonakis 4 277 2000 10.1080/13632460009350372 Seismic soil-structure interaction: beneficial or detrimental?
Earthq Spectra Stewart 19 677 2003 10.1193/1.1596213 Revisions to soil-structure interaction procedures in NEHRP design provisions
Earthq Eng Struct Dynam Veletsos 3 121 1974 10.1002/eqe.4290030203 Dynamic behaviour of building‐foundation systems
J Geotech Geoenviron Eng Stewart 125 38 1999 10.1061/(ASCE)1090-0241(1999)125:1(38) Seismic soil-structure interaction in buildings. II: empirical findings
J Earthq Eng Chen 17 469 2013 10.1080/13632469.2012.762956 Seismic system identification using centrifuge-based soil-structure interaction test data
Soil Dynam Earthq Eng Star 116 747 2019 10.1016/j.soildyn.2018.09.038 Evaluation of soil-structure interaction effects from system identification of structures subject to forced vibration tests
Earthq Eng Struct Dynam Stewart 27 869 1998 10.1002/(SICI)1096-9845(199808)27:8<869::AID-EQE762>3.0.CO;2-9 System identification for evaluating soil-structure interaction effects in buildings from strong motion recordings
Soil Dynam Earthq Eng Ha 61-62 176 2014 10.1016/j.soildyn.2014.01.008 Simulation of soil-foundation-structure interaction of Hualien large-scale seismic test using dynamic centrifuge test
Earthq Eng Struct Dynam Park 46 2301 2017 10.1002/eqe.2905 Investigation of the dynamic behaviour of a storage tank with different foundation types focusing on the soil-foundation-structure interactions using centrifuge model tests
J Earthq Eng Ko 1 2019 10.1080/13632469.2019.1576557 Investigation of period-lengthening ratio for single-degree-of-freedom structures using dynamic centrifuge test
Soil Dynam Earthq Eng Martakis 103 1 2017 10.1016/j.soildyn.2017.09.005 A centrifuge-based experimental verification of Soil-Structure Interaction effects
J Earthq Eng Chandra 1 2017 Nonlinear response of soil-structure systems using dynamic centrifuge experiments
J Geotech Geoenviron Eng Tileylioglu 137 344 2011 10.1061/(ASCE)GT.1943-5606.0000430 Dynamic stiffness and damping of a shallow foundation from forced vibration of a field test structure
Bull Earthq Eng Xiong 14 139 2016 10.1007/s10518-015-9814-2 Influence of soil-structure interaction (structure-to-soil relative stiffness and mass ratio) on the fundamental period of buildings: experimental observation and analytical verification
Earthq Eng Struct Dynam Mylonakis 35 547 2006 10.1002/eqe.543 The role of soil in the collapse of 18 piers of Hanshin expressway in the Kobe earthquake
Bull Seismol Soc Am Housner 53 403 1963 10.1785/BSSA0530020403 The behavior of inverted pendulum structures during earthquakes
Earthq Eng Struct Dynam Pelekis 47 2390 2018 10.1002/eqe.3089 Seismic performance of buildings with structural and foundation rocking in centrifuge testing
Bull Earthq Eng Anastasopoulos 8 309 2010 10.1007/s10518-009-9145-2 Soil failure can be used for seismic protection of structures
Soil Dynam Earthq Eng Gazetas 68 23 2015 10.1016/j.soildyn.2014.09.012 4th Ishihara lecture: soil-foundation-structure systems beyond conventional seismic failure thresholds
Soil Dynam Earthq Eng Gajan 25 773 2005 10.1016/j.soildyn.2004.11.019 Centrifuge modeling of load-deformation behavior of rocking shallow foundations
Earthq Eng Struct Dynam Deng 41 1043 2012 10.1002/eqe.1181 Characterization of rocking shallow foundations using centrifuge model tests
J Geotech Geoenviron Eng Kim 141 2015 10.1061/(ASCE)GT.1943-5606.0001207 Rocking effect of a mat foundation on the earthquake response of structures
J Bridge Eng Deng 19 2014 10.1061/(ASCE)BE.1943-5592.0000616 Seismic design of rocking shallow foundations: displacement-based methodology
Earthq Spectra Paolucci 29 475 2013 10.1193/1.4000135 Introducing dynamic nonlinear soil-foundation-structure interaction effects in displacement-based seismic design
J Geotech Geoenviron Eng Gajan 135 1044 2009 10.1061/(ASCE)GT.1943-5606.0000034 Effects of moment-to-shear ratio on combined cyclic load-displacement behavior of shallow foundations from centrifuge experiments
J Geotech Geoenviron Eng Gajan 134 1129 2008 10.1061/(ASCE)1090-0241(2008)134:8(1129) Capacity, settlement, and energy dissipation of shallow footings subjected to rocking
J Geotech Geoenviron Eng Ko 144 2018 10.1061/(ASCE)GT.1943-5606.0001848 Soil-rounding effect on embedded rocking foundation via horizontal slow cyclic tests
Earthq Eng Struct Dynam Paolucci 37 577 2008 10.1002/eqe.773 Seismic behaviour of shallow foundations: shaking table experimentsvs numerical modelling
Soils Found Shirato 48 5 673 2008 10.3208/sandf.48.673 Large-scale experiments on nonlinear behavior of shallow foundations subjected to strong earthquakes
J Geotech Geoenviron Eng Allmond 140 2014 10.1061/(ASCE)GT.1943-5606.0001162 Design considerations for rocking foundations on unattached piles
Soil Dynam Earthq Eng Anastasopoulos 40 15 2012 10.1016/j.soildyn.2012.04.006 Rocking response of SDOF systems on shallow improved sand: an experimental study
Bull Earthq Eng Ha 2018 Investigation of seismic performances of unconnected pile foundations using dynamic centrifuge tests
J Geotech Geoenviron Eng Ko 145 8 2019 10.1061/(ASCE)GT.1943-5606.0002064 Centrifuge Modeling of Improved Design for Rocking Foundation Using Short Piles
J Geotech Geoenviron Eng Kokkali 141 2015 10.1061/(ASCE)GT.1943-5606.0001315 Centrifuge modeling of rocking foundations on improved soil
Soil Dynam Earthq Eng Gazetas 47 83 2013 10.1016/j.soildyn.2012.12.011 Nonlinear rocking stiffness of foundations
Givens 2013 Dynamic soil-structure interaction of instrumented buildings and test structures
Bull Earthq Eng Adamidis 12 1177 2014 10.1007/s10518-013-9554-0 Equivalent-linear stiffness and damping in rocking of circular and strip foundations
Bull Earthq Eng Ko 1 2018 Comparison between cyclic and dynamic rocking behavior for embedded shallow foundation using centrifuge tests
KSCE J Civ Eng Kim 17 77 2013 10.1007/s12205-013-1350-5 A newly developed state-of-the-art geotechnical centrifuge in Korea
KSCE J Civ Eng Kim 17 651 2013 10.1007/s12205-013-1591-3 Self-balanced earthquake simulator on centrifuge and dynamic performance verification
Madabhushi 2014 Centrifuge modelling for civil engineers
Soil Dynam Earthq Eng Lee 44 102 2013 10.1016/j.soildyn.2012.09.008 Performance of an equivalent shear beam (ESB) model container for dynamic geotechnical centrifuge tests
Can Geotech J Meyerhof 1 1 16 1963 10.1139/t63-003 Some recent research on the bearing capacity of foundations
J Struct Eng Safak 121 899 1995 10.1061/(ASCE)0733-9445(1995)121:5(899) Detection and identification of soil-structure interaction in buildings from vibration recordings
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