| dc.contributor.author | Domenic A. Coletti | |
| dc.date.accessioned | 2017-05-08T21:25:01Z | |
| dc.date.available | 2017-05-08T21:25:01Z | |
| dc.date.copyright | May 2002 | |
| dc.date.issued | 2002 | |
| dc.identifier.other | %28asce%291084-0702%282002%297%3A3%28156%29.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/50622 | |
| dc.description.abstract | The Roma–Ciudad Miguel Aleman International Suspension Bridge is an historic unstiffened suspension bridge with a 192 m (630 ft) main suspended span, originally constructed in 1928. In 1997 the bridge was inspected and a full-scale nondestructive load test was conducted. The resulting experimental data are evaluated and compared to the results of analyses by finite-element method modeling. The history of the bridge is reviewed, with an emphasis on modifications and retrofits to the structure. The unique behavior and attributes of unstiffened suspension bridges are discussed in the specific context of this particular bridge. | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Analytical and Field Investigation of Roma Suspension Bridge | |
| dc.type | Journal Paper | |
| dc.journal.volume | 7 | |
| dc.journal.issue | 3 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)1084-0702(2002)7:3(156) | |
| dc.tree | Journal of Bridge Engineering:;2002:;Volume ( 007 ):;issue: 003 | |
| dc.contenttype | Fulltext | |
