- Large-Scale Seismic Response Analysis of a Super-High-Rise-Building Fully Considering the Soil–Structure Interaction Using a High-Fidelity 3D Solid Element Model. Dans: Journal of Earthquake and Tsunami, v. 10, n. 5 (décembre 2016). (2016):
- Implicit finite element analysis of ductile fracture of a steel frame under cyclic deformation. Dans: Japan Architectural Review, v. 5, n. 2 (avril 2022). (2022):
- Coupled structural and heat conduction FE analysis of laminated high damping rubber bearing. Dans: Earthquake Engineering and Structural Dynamics, v. 50, n. 9 (25 juillet 2021). (2021):
- Three-node triangular shell element using mixed formulation and its implementation by free mesh method. Dans: Computers & Structures, v. 83, n. 25-26 (septembre 2005). (2005):
- Finite-element analysis of laminated rubber bearing of building frame under seismic excitation. Dans: Earthquake Engineering and Structural Dynamics, v. 44, n. 11 (septembre 2015). (2015):
- Dynamic FE simulation of four-story steel frame modeled by solid elements and its validation using results of full-scale shake-table test. Dans: Earthquake Engineering and Structural Dynamics, v. 44, n. 9 (25 juillet 2015). (2015):
- Verification and validation of a seismic response analysis code for framed structures using the ASI-Gauss technique. Dans: Earthquake Engineering and Structural Dynamics, v. 42, n. 12 (10 octobre 2013). (2013):
- High-precision finite element analysis of elastoplastic dynamic responses of super-high-rise steel frames. Dans: Earthquake Engineering and Structural Dynamics, v. 38, n. 5 (25 avril 2009). (2009):
- Wrinkling on stretched circular membrane under in-plane torsion:. Dans: Engineering Structures, v. 22, n. 11 (novembre 2000). (2000):