JOURNAL OF STRUCTURAL ENGINEERING

Japan Society of Civil Engineers

1. Finite Element Analysis for Wind Forces on Tandem Circular Cylinders When Its Stationary and Forced Vibration State, Katsuya Edamoto, Masahiro Yoneda and Mutsuto Kawahara, Vol.41A, March 1995, pp.369-376 (key words: finite element method, tandem cylinders, forced vibration, ALE)
2. Natural Wind Active Simulation Technique for Shapening Wind-Tunnel Research on Bridges, Nobuhiro Fujimoto, Toru Saito, Akihiro Honda and Shigeto Hirai, Vol.41A, March 1995, pp.787-792 (key words: natural wind, active simulation, wind tunnel test, bridge)
3. Study on Analytical Method for Gust Response of Long-Span Cable-Stayed Bridge, Hiroshi Katsuchi, Makoto Kitagawa, Hiroshi Sato and Masashi Kato, Vol.41A, March 1995, pp.793-800 (key words: gust response, buffeting analysis, cable-stayed bridge)
4. Buffeting Response Prediction of a Cable-Stayed Bridge during Construction in Yawed Wind, Kichiro Kimura, Shozo Nakamura, Yozo Fujino and Hiroshi Tanaka, Vol.41A, March 1995, pp.801-808 (key words: yawed wind, buffeting response, cable-stayed bridges, construction stage)
5. On the Flutter Characteristics of Very Long Span Suspension Bridges, Kohji Kazama, Toshio Miyata and Hitoshi Yamada, Vol.41A, March 1995, pp.809-816 (key words: flutter, long span suspension bridge, direct flutter FEM analysis)
6. Flutter Instabilities for Rectangular Cylinders, Masaru Matsumoto, Naruhito Shiraishi, Hiromichi Shirato, Daizo Fujii, Vol.41A, March 1995, pp.817-822 (key words: flutter instability, bluff body, unsteady pressure)
7. Suppression of Aerodynamic Vibration of Tall Structure by Moving Surface Boundary-Layer Control, Yoshinobu Kubo, V.J.Modi, Chino Kotsubo, Kusuo Kato and Eiki Yamaguchi, Vol.41A, March 1995, pp.823-828 (key words: boundary-layer control, tall structure, aerodynamic vibration)
8. On the design wind loads for frames supporting a barrel roof, Hiroshi Ueda, Hiroto Hagura and Hisashi Oda, Vol.42B, March 1996, pp.295-300 (key words: barrel roof, frames structure, wind load, wind pressure, load effect)

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