Art

J-GLOBAL ID：200902242099804756   Reference number：09A0850462

Comparative and sensitivity study of flutter derivatives of selected bridge deck sections, Part 2: Implications on the aerodynamic stability of long-span bridges

選定した橋床断面のフラッタ導関数の比較および感度検討,第2部:長スパン橋の空力安定性の意義

Author (5)： CARACOGLIA Luca (Dep. of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115, USA) ,  SARKAR Partha P. (Wind Simulation and Testing Lab., Dep. of Aerospace Engineering, Iowa State Univ., Ames, IA 50011, USA) ,  HAAN Frederick L. (Dep. of Mechanical Engineering, Rose-Hulman Inst. of Technol., Terre Haute, IN 47803, USA) ,  SATO Hiroshi (Graduate School of Systems and Information Engineering, Univ. of Tsukuba, Tsukuba-shi, Ibaraki-ken, 305-8573, JPN) ,  MURAKOSHI Jun (Structures Res. Group, Public Works Res. Inst., Tsukuba-shi, Ibaraki-ken, 305-8516, JPN)
Material： Engineering Structures  (Eng Struct)
Volume： 31  Issue： 9  Page： 2194-2202  Publication year： Sep. 2009 
JST Material Number： C0709B  ISSN： 0141-0296  Document type： Article
Article type： 原著論文  Country of issue： United Kingdom (GBR)  Language： ENGLISH (EN)

Thesaurus term： *long span bridge ,  *bridge floor ,  flutter ,  *aerodynamic characteristic ,  benchmark ,  wind resistant stability

JST classification (3)： Suspension,cable stayed and other bridges  (RC06050Q) ,  Frat plates  (HD03060Z) ,  Structural dynamics  (HD02000E)

Terms in the title (7)： 選定 ,  橋床 ,  フラッタ ,  導関数 ,  感度 ,  長スパン橋 ,  空力安定性