The dynamic foundation-structure interaction (DFSI) problem was formulated in this study by coupling the Isogeometric Analysis (IGA) and the Scaled Boundary Isogeometric Analysis (SBIGA). The unbounded foundation domain was addressed using the SBIGA method, whereas the structural component was formulated using the IGA. These two components were subsequently coupled in the time domain and solved using the Newmark Integration technique.
|Title of host publication||23rd Australasian Conference on the Mechanics of Structures and Materials|
|Place of Publication||Lismore, NSW|
|Publisher||Southern Cross University Press|
|Number of pages||6|
|Publication status||Published - 2014|
|Event||23rd Australasian Conference on the Mechanics of Structures and Materials (ACMSM23) - The Byron (at Byron Resort and Spa) and Southern Cross University, Byron Bay, Australia|
Duration: 09 Dec 2014 → 12 Dec 2014
http://scu.edu.au/acmsm23/ (Conference website)
|Conference||23rd Australasian Conference on the Mechanics of Structures and Materials (ACMSM23)|
|Period||09/12/14 → 12/12/14|
Li, M., & Zhang, Y. (2014). Dynamic foundation-structure interaction modelling using the coupled IGA-SBIGA method. In 23rd Australasian Conference on the Mechanics of Structures and Materials (pp. 861-866). Southern Cross University Press.