| contributor author | John A. Ochsendorf | |
| contributor author | David P. Billington | |
| date accessioned | 2017-05-08T21:24:43Z | |
| date available | 2017-05-08T21:24:43Z | |
| date copyright | August 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%291084-0702%281999%294%3A3%28151%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50443 | |
| description abstract | This paper, summarizing the beginnings, analysis, and future of self-anchored suspension bridges, examines the development of this unique bridge form, its uses over the past century, and its advantages and disadvantages. The Konohana Bridge in Osaka, Japan, illustrates this type and provides a case study to compare conventional suspension bridge theory with the results of a finite-element model. The final portion of the paper evaluates the potential for self-anchored suspension bridge design, and provides recommendations for design engineers. The goal here is to describe the structural behavior of self-anchored bridges in general, and of the Konohana Bridge in particular. | |
| publisher | American Society of Civil Engineers | |
| title | Self-Anchored Suspension Bridges | |
| type | Journal Paper | |
| journal volume | 4 | |
| journal issue | 3 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(1999)4:3(151) | |
| tree | Journal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 003 | |
| contenttype | Fulltext | |
