Response to discussion of "Dynamic Soil-Structure Interaction: A three-dimensional numerical approach and its application to the Lotung case study"

被引:0
作者
Amorosi, A. [1 ]
Boldini, D. [2 ]
di Lernia, A. [3 ]
机构
[1] Sapienza Univ Rome, Dept Struct & Geotech Engn, Via Eudossiana 18, I-00184 Rome, Italy
[2] Univ Bologna, Dept Civil Chem Environm & Mat Engn, Via Terracini 28, I-40131 Bologna, Italy
[3] Tech Univ Bari, Dept Civil Environm Bldg Engn & Chem, Via Orabona 4, I-70125 Bari, Italy
关键词
MODEL;
D O I
10.1016/j.compgeo.2018.02.002
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
引用
收藏
页码:246 / 247
页数:2
相关论文
共 10 条
[1]   Dynamic soil-structure interaction: A three-dimensional numerical approach and its application to the Lotung case study [J].
Amorosi, A. ;
Boldini, D. ;
di Lerniac, A. .
COMPUTERS AND GEOTECHNICS, 2017, 90 :34-54
[2]   Seismic ground response at Lotung: Hysteretic elasto-plastic-based 3D analyses [J].
Amorosi, A. ;
Boldini, D. ;
di Lernia, A. .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2016, 85 :44-61
[3]   Numerical prediction of tunnel performance during centrifuge dynamic tests [J].
Amorosi, Angelo ;
Boldini, Daniela ;
Falcone, Gaetano .
ACTA GEOTECHNICA, 2014, 9 (04) :581-596
[4]  
Benz T., 2007, Small-strain stiffness of soils and its numerical consequences [PhD]
[5]   SANISAND-Z: zero elastic range sand plasticity model [J].
Dafalias, Y. F. ;
Taiebat, M. .
GEOTECHNIQUE, 2016, 66 (12) :999-1013
[6]  
Dafalias YF, 1975, THESIS
[7]   SOME HYSTERESIS EFFECTS OF THE BEHAVIOR OF GEOLOGIC MEDIA [J].
HUECKEL, T ;
NOVA, R .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1979, 15 (08) :625-642
[8]   A constitutive model for structured soils [J].
Kavvadas, M ;
Amorosi, A .
GEOTECHNIQUE, 2000, 50 (03) :263-273
[9]  
Regnier J., 2016, Bulletin of the Seismological Society of America, V106
[10]  
Regnier J, 2018, B SEISMOL S IN PRESS