| dc.contributor.author | Francis E. Griggs, Jr. | |
| dc.date.accessioned | 2017-05-08T21:25:00Z | |
| dc.date.available | 2017-05-08T21:25:00Z | |
| dc.date.copyright | March 2002 | |
| dc.date.issued | 2002 | |
| dc.identifier.other | %28asce%291084-0702%282002%297%3A2%2873%29.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/50616 | |
| dc.description.abstract | Cantilever bridge construction can be said to have started with the work of Heinrich Gerber in Germany in 1867. While the principle had been used in many ancient bridges, it was not until Gerber’s work that metal bridges were built using the cantilever principle. The Kentucky High Bridge over the Kentucky River was the first modern cantilever bridge built in the United States. While James Eads had used the cantilever construction method at St. Louis, his bridge acted in service as a series of three arches. The High Bridge, designed by C. Shaler Smith, was one of the most daring and innovative bridges built in the country and carried its load between 1876 and 1912, when it was replaced by Gustave Lindenthal’s three span truss. | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Kentucky River High Bridge | |
| dc.type | Journal Paper | |
| dc.journal.volume | 7 | |
| dc.journal.issue | 2 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)1084-0702(2002)7:2(73) | |
| dc.tree | Journal of Bridge Engineering:;2002:;Volume ( 007 ):;issue: 002 | |
| dc.contenttype | Fulltext | |
