| contributor author | Travis A. Burgers | |
| contributor author | Richard M. Gutkowski | |
| contributor author | Jeno Balogh | |
| contributor author | Donald W. Radford | |
| date accessioned | 2017-05-08T21:25:45Z | |
| date available | 2017-05-08T21:25:45Z | |
| date copyright | July 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%291084-0702%282008%2913%3A4%28310%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51126 | |
| description abstract | The addition of vertically oriented shear spikes (fiberglass reinforced polymer rods) was shown to increase the effective stiffness of the stringers of a full-scale timber bridge chord specimen. Results found from the flexural load testing of a full-scale timber bridge chord laboratory specimen are presented. Reinforcement was provided with | |
| publisher | American Society of Civil Engineers | |
| title | Repair of Full-Scale Timber Bridge Chord Members by Shear Spiking | |
| type | Journal Paper | |
| journal volume | 13 | |
| journal issue | 4 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2008)13:4(310) | |
| tree | Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 004 | |
| contenttype | Fulltext | |
