Art

J-GLOBAL ID：200902101517929835   Reference number：02A0050376

Proposal for a stress-ribbon cable-stayed suspension and a stress-ribbon suspension bridges and their aerodynamic stability.

ストレスリボン付斜張橋,ストレスリボン付吊橋およびそれらの空気力学安定についての提案

Author (7)： TANAKA T (Kyushu Sangyo Univ., Fukuoka, JPN) ,  YOSHIMURA T (Kyushu Sangyo Univ., Fukuoka, JPN) ,  GIMSING N J (Technical Univ. Denmark, Lyngby, DNK) ,  MIZUTA Y (Kyushu Sangyo Univ., Fukuoka, JPN) ,  KANG W-H (Dong-A Univ., Pusan, KOR) ,  SUDO M (Ingerosec Eng. Consultant Co. Inc., Tokyo, JPN) ,  SHINOHARA T (New Structural Engineering Co. Inc., Tokyo, JPN)
Material： 日本風工学会誌  (Wind Engineers, JAWE)
Issue： 89  Page： 401-404  Publication year： Oct. 31, 2001 
JST Material Number： X0224A  ISSN： 0912-1935  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *suspension bridge ,...
Semi thesaurus term： ストレスリボン構造

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JST classification (2)： Suspension,cable stayed and other bridges  (RC06050Q) ,  Structural dynamics  (HD02000E)

Reference (5)：

• YOSHIMURA, T. Half-circular and half-elliptic edge modifications for increasing aerodynamic stability of stress-ribbon pedestrian bridges. J. Wind Eng. Ind. Aerodyn. 1997, 69-71, 861-870
• MIZUTA, Y. Proposal of a steel stress-ribbon pedestrian bridge and its mechanical characteristics. J.Structural Eng. 1997, 43A, 1191-1196
• YOSHIMURA, T. Steel and hybrid stress-ribbon pedestrian bridges. Proc. IABSE Symp. 1998, 79, 329-334
• YOSHIMURA, T. Proposal of a hybrid stress-ribbon pedestrian bridge for its application to roadway bridges. Proc. FIB Symp. 1999, 2, 697-703
• YOSHIMURA, T. Aerodynamic stability of proposed hybrid stress-ribbon bridges. Proc. 1st Int. Symp. Wind and structures. 2000, 153-162

Terms in the title (6)： ストレス ,  リボン ,  斜張橋 ,  吊橋 ,  空気力学 ,  提案