Tomoshi Miyamura 
- (2016): 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. In: Journal of Earthquake and Tsunami, v. 10, n. 5 (Dezember 2016).
- (2022): Implicit finite element analysis of ductile fracture of a steel frame under cyclic deformation. In: Japan Architectural Review, v. 5, n. 2 (April 2022).
- (2021): Coupled structural and heat conduction FE analysis of laminated high damping rubber bearing. In: Earthquake Engineering and Structural Dynamics, v. 50, n. 9 (25 Juli 2021).
- (2005): Three-node triangular shell element using mixed formulation and its implementation by free mesh method. In: Computers & Structures, v. 83, n. 25-26 (September 2005).
- (2015): Finite-element analysis of laminated rubber bearing of building frame under seismic excitation. In: Earthquake Engineering and Structural Dynamics, v. 44, n. 11 (September 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. In: Earthquake Engineering and Structural Dynamics, v. 44, n. 9 (25 Juli 2015).
- (2013): Verification and validation of a seismic response analysis code for framed structures using the ASI-Gauss technique. In: Earthquake Engineering and Structural Dynamics, v. 42, n. 12 (10 Oktober 2013).
- (2009): High-precision finite element analysis of elastoplastic dynamic responses of super-high-rise steel frames. In: Earthquake Engineering and Structural Dynamics, v. 38, n. 5 (25 April 2009).
- (2000): Wrinkling on stretched circular membrane under in-plane torsion:. In: Engineering Structures, v. 22, n. 11 (November 2000).
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