Isao Nishiyama
- Seismic behavior of joint panels in mixed systems. Presented at: 13th IABSE Congress, Helsinki, Finland, 6-10 June 1988. (1988):
- Seismic Performance of Steel Braces Jointed with High Performance Fiber Reinforced Cementitious Composites and Steel Bars. In: Advances in Structural Engineering, v. 13, n. 6 (December 2010). (2010):
- Hysteretic behavior and design specification of composite beam with slit around column. In: Engineering Structures, v. 28, n. 6 (May 2006). (2006):
- Seismic Behavior of Full‐Scale Concentrically Braced Steel Building Structure. In: Journal of Structural Engineering (ASCE), v. 115, n. 8 (August 1989). (1989):
- Analytical Evaluation of K‐Braced Structure Seismic Test. In: Journal of Structural Engineering (ASCE), v. 115, n. 8 (August 1989). (1989):
- Seismic Performance of Steel Frames with Inverted V Braces. In: Journal of Structural Engineering (ASCE), v. 115, n. 8 (August 1989). (1989):
- US–Japan cooperative earthquake research program on CFT structures: achievements on the Japanese side. In: Progress in Structural Engineering and Materials, v. 6, n. 1 (January 2004). (2004):
- Guidelines: Seismic Design of Composite Reinforced Concrete and Steel Buildings. In: Journal of Structural Engineering (ASCE), v. 130, n. 2 (February 2004). (2004):
- Seismic Performance and Stress Transferring Mechanism of Through-Column-Type Joints for Composite Reinforced Concrete and Steel Frames. In: Journal of Structural Engineering (ASCE), v. 130, n. 2 (February 2004). (2004):
- Inelastic Force-Deformation Response of Joint Shear Panels in Beam-Column Moment Connections to Concrete-Filled Tubes. In: Journal of Structural Engineering (ASCE), v. 130, n. 2 (February 2004). (2004):
- Behavior of Centrally Loaded Concrete-Filled Steel-Tube Short Columns. In: Journal of Structural Engineering (ASCE), v. 130, n. 2 (February 2004). (2004):
- Behavior of Eccentrically Loaded Concrete-Filled Steel Tubular Columns. In: Journal of Structural Engineering (ASCE), v. 130, n. 2 (February 2004). (2004):