Jae Kwan Kim
- Dynamic Response of Rectangular Flexible Fluid Containers. In: Journal of Engineering Mechanics (ASCE), v. 122, n. 9 (September 1996). (1996):
- Dynamic analysis of foundations in a layered half-space using a consistent transmitting boundary. In: Earthquakes and Structures, v. 3, n. 3-4 (Juni 2012). (2012):
- (2012): Earthquake Response Analysis Model of Offshore Bridge Piers Considering Fluid-Structure-Soil Interaction. Vorgetragen bei: 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012.
- Dynamic analysis of a layered half-space subjected to moving line loads. In: Soil Dynamics and Earthquake Engineering, v. 47 (April 2013). (2013):
- Stochastic dynamic analysis of a layered half-space. In: Soil Dynamics and Earthquake Engineering, v. 48 (Mai 2013). (2013):
- Transmitting boundary for water-saturated transversely isotropic strata based on the u–U formulation. In: Soil Dynamics and Earthquake Engineering, v. 29, n. 5 (Mai 2009). (2009):
- Application of a second-order paraxial boundary condition to problems of dynamics of circular foundations on a porous layered half-space. In: Soil Dynamics and Earthquake Engineering, v. 31, n. 3 (März 2011). (2011):
- Effects of tectonic regime and soil conditions on the pulse period of near-fault ground motions. In: Soil Dynamics and Earthquake Engineering, v. 80 (Januar 2016). (2016):
- Implementation of configuration dependent stiffness proportional damping for the dynamics of rigid multi-block systems. In: Earthquake Engineering and Engineering Vibration, v. 2, n. 1 (Juni 2003). (2003):
- Pseudo-Dynamic Test for Soil-Structure Interaction Analysis using Shake Tables. In: KSCE Journal of Civil Engineering, v. 23, n. 5 (März 2019). (2019):
- Three-Dimensional Topographic Effects on the Seismic Response of A Three-Span Cable Stayed Bridge. Vorgetragen bei: IABSE Conference: Cable-Supported Bridges - Challenging Technical Limits, Seoul, South Korea, 12-14 June 2001. (2001):
- Perfectly matched discrete layers for three-dimensional nonlinear soil–structure interaction analysis. In: Computers & Structures, v. 165 (März 2016). (2016):
- Nonlinear analysis of soil–structure interaction using perfectly matched discrete layers. In: Computers & Structures, v. 142 (September 2014). (2014):
-
Fluid-structure interaction analysis of 3-D rectangular tanks by a variationally coupled BEM-FEM and comparison with test results. In: Earthquake Engineering and Structural Dynamics, v. 27, n. 2 (Februar 1998).
https://doi.org/10.1002/(sici)1096-9845(199802)27:2<109::aid-eqe714>3.0.co;2-m
(1998): -
A three-dimensional transmitting boundary formulated in Cartesian co-ordinate system for the dynamics of non-axisymmetric foundations. In: Earthquake Engineering and Structural Dynamics, v. 29, n. 10 (Oktober 2000).
https://doi.org/10.1002/1096-9845(200010)29:10<1527::aid-eqe978>3.0.co;2-s
(2000): - Behaviour of double prestress system in prestressed concrete girders. In: Magazine of Concrete Research, v. 65, n. 14 (Juli 2013). (2013):
- Seismic test of a full-scale model of a five-storey stone pagoda. In: Earthquake Engineering and Structural Dynamics, v. 32, n. 5 (25 April 2003). (2003):
- Implementation of a second-order paraxial boundary condition for a water-saturated layered half-space in plane strain. In: Earthquake Engineering and Structural Dynamics, v. 40, n. 5 (25 April 2011). (2011):