| dc.contributor.author | Sameh S. Badie | |
| dc.contributor.author | Maher K. Tadros | |
| dc.contributor.author | Hussam F. Kakish | |
| dc.contributor.author | Darin L. Splittgerber | |
| dc.contributor.author | Mantu C. Baishya | |
| 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%28195%29.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/50626 | |
| dc.description.abstract | Shear studs used in composite steel bridge construction are typically 19.1 mm | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Large Shear Studs for Composite Action in Steel Bridge Girders | |
| 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(195) | |
| dc.tree | Journal of Bridge Engineering:;2002:;Volume ( 007 ):;issue: 003 | |
| dc.contenttype | Fulltext | |