| contributor author | Masatsugu Nagai | |
| contributor author | Yozo Fujino | |
| contributor author | Hiroki Yamaguchi | |
| contributor author | Eiji Iwasaki | |
| date accessioned | 2017-05-08T21:25:13Z | |
| date available | 2017-05-08T21:25:13Z | |
| date copyright | September 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%291084-0702%282004%299%3A5%28444%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50767 | |
| description abstract | This paper describes the feasibility of 1,400 m steel cable-stayed bridges from both structural and economic viewpoints. Because the weight of a steel girder strongly affects the total cost of the bridge, the writers present a procedure to obtain a minimum weight for a girder that ensures safety against static and dynamic instabilities. For static instability, elastoplastic, finite-displacement analysis under in-plane load and elastic, finite-displacement analysis under displacement-dependent wind load are conducted; for dynamic instability, multimodal flutter analysis is carried out. It is shown that static critical wind velocity of lateral torsional buckling governs the dimension of the girder. Finally, the writers briefly compare a cable-stayed bridge with suspension bridge alternatives. | |
| publisher | American Society of Civil Engineers | |
| title | Feasibility of a 1,400 m Span Steel Cable-Stayed Bridge | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 5 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2004)9:5(444) | |
| tree | Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 005 | |
| contenttype | Fulltext | |
