| contributor author | P. J. Szak | |
| contributor author | B. N. Robson | |
| contributor author | I. E. Harik | |
| contributor author | B. Brailsford | |
| date accessioned | 2017-05-08T21:30:20Z | |
| date available | 2017-05-08T21:30:20Z | |
| date copyright | May 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%291090-0268%281999%293%3A2%28101%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54025 | |
| description abstract | An 18.3 m (60 ft) pedestrian I-girder bridge was analyzed, designed, tested, and constructed. The main load-carrying members for the bridge are two 61-cm (24-in.) deep composite fiberglass I-girders with embedded carbon fibers in the flanges. Laboratory testing quantified the increased stiffness of the hybrid glass/carbon fiber-reinforced polymer beams over those manufactured solely with glass fibers. Typical joint connections were tested to investigate their performance, and a dynamic analysis was performed to check the bridge's vibration under pedestrian load. | |
| publisher | American Society of Civil Engineers | |
| title | The Clear Creek Hybrid Composite I-Girder Pedestrian Bridge | |
| type | Journal Paper | |
| journal volume | 3 | |
| journal issue | 2 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(1999)3:2(101) | |
| tree | Journal of Composites for Construction:;1999:;Volume ( 003 ):;issue: 002 | |
| contenttype | Fulltext | |
