Jae Kwan Kim
- (1996): Dynamic Response of Rectangular Flexible Fluid Containers. In: Journal of Engineering Mechanics (ASCE), v. 122, n. 9 (September 1996).
- (2012): Dynamic analysis of foundations in a layered half-space using a consistent transmitting boundary. In: Earthquakes and Structures, v. 3, n. 3-4 (June 2012).
- (2012): Earthquake Response Analysis Model of Offshore Bridge Piers Considering Fluid-Structure-Soil Interaction. Presented at: 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012.
- (2013): 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 (May 2013).
- (2009): Transmitting boundary for water-saturated transversely isotropic strata based on the u–U formulation. In: Soil Dynamics and Earthquake Engineering, v. 29, n. 5 (May 2009).
- (2011): 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 (March 2011).
- (2016): Effects of tectonic regime and soil conditions on the pulse period of near-fault ground motions. In: Soil Dynamics and Earthquake Engineering, v. 80 (January 2016).
- (2003): 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 (June 2003).
- (2019): Pseudo-Dynamic Test for Soil-Structure Interaction Analysis using Shake Tables. In: KSCE Journal of Civil Engineering, v. 23, n. 5 (March 2019).
- (2001): Three-Dimensional Topographic Effects on the Seismic Response of A Three-Span Cable Stayed Bridge. Presented at: IABSE Conference: Cable-Supported Bridges - Challenging Technical Limits, Seoul, South Korea, 12-14 June 2001.
- (2016): Perfectly matched discrete layers for three-dimensional nonlinear soil–structure interaction analysis. In: Computers & Structures, v. 165 (March 2016).
- (2014): Nonlinear analysis of soil–structure interaction using perfectly matched discrete layers. In: Computers & Structures, v. 142 (September 2014).
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(1998): 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 (February 1998).
https://doi.org/10.1002/(sici)1096-9845(199802)27:2<109::aid-eqe714>3.0.co;2-m
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(2000): 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 (October 2000).
https://doi.org/10.1002/1096-9845(200010)29:10<1527::aid-eqe978>3.0.co;2-s
- (2013): Behaviour of double prestress system in prestressed concrete girders. In: Magazine of Concrete Research, v. 65, n. 14 (July 2013).
- (2003): 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).
- (2011): 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).
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