Hidajat Lesmana, Roesdiman Soegiarso, Josia Irwan Rastandi, Cholil Hasyim, Muhammad Ikhsan Setiawan, Nuning Kurniasih, Ansari Saleh Ahmar
The effect of dynamic soil-structure interaction is really important to be examined. Moreover if the structure is nuclear power structure or multi-storey structure. In solving the dynamic problem caused by dynamic mass on the soil-structure and interaction, it will use wavelet transform. This study aims to examine the dynamic soil-structure interaction using ITM-FEM approach. In this study, soil is considered as a semi-infinite media in z-direction with unbounded domain in x-direction. The characteristic of material is considered as an isotropic, homogenous, and linear elastic material, and the material damping seems not dependent on the frequency. The dynamic soil-structure interaction using ITM-FEM approach is conducted by counting dynamic stiffness matrix { D^FE }, space truss, hexahedron solid coupling element between FEM and ITM. © Published under licence by IOP Publishing Ltd.
Department of Civil Engineering, Tarumanagara University, Jakarta, 11440, Indonesia; Department of Management, Darul Ulum University, Jombang, Jawa Timur, 61419, Indonesia; Department of Civil Engineering, Narotama University, Surabaya, Jawa Timur, 60117, Indonesia; Faculty of Communication, Science Library and Information Science, Universitas Padjadjaran, Jawa Barat, Bandung, 45363, Indonesia; Department of Statistics, Universitas Negeri, Makassar, Indonesia
