| contributor author | Munenobu Kondoh | |
| contributor author | Motoi Okuda | |
| contributor author | Kouji Kawaguchi | |
| contributor author | Takefumi Yamazaki | |
| date accessioned | 2017-05-08T21:24:53Z | |
| date available | 2017-05-08T21:24:53Z | |
| date copyright | June 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%291084-0702%282001%296%3A3%28176%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50539 | |
| description abstract | A parallel wire strand (PWS) rope instead of a strand rope of the center fit rope core type was used as the hanger rope in the world's longest suspension bridge, the Akashi Kaikyo Bridge, one of the Honshu-Shikoku Bridges in Japan. The strand ropes of the center fit rope core type are inconvenient and uneconomical to maintain as 100–200 m-long hanger ropes. This paper presents the design method for the PWS hanger system in long-span suspension bridges. The structural characteristics, structural analysis, stress calculation, and the examination of fatigue against random wind load of the PWS hanger system were also investigated. | |
| publisher | American Society of Civil Engineers | |
| title | Design Method of a Hanger System for Long-Span Suspension Bridge | |
| type | Journal Paper | |
| journal volume | 6 | |
| journal issue | 3 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2001)6:3(176) | |
| tree | Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 003 | |
| contenttype | Fulltext | |
