| dc.contributor.author | Husam Najm | |
| dc.contributor.author | Raxit Patel | |
| dc.contributor.author | Hani Nassif | |
| dc.date.accessioned | 2017-05-08T21:25:34Z | |
| dc.date.available | 2017-05-08T21:25:34Z | |
| dc.date.copyright | January 2007 | |
| dc.date.issued | 2007 | |
| dc.identifier.other | %28asce%291084-0702%282007%2912%3A1%2889%29.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/51000 | |
| dc.description.abstract | This paper evaluates the behavior and performance of laminated circular elastomeric bearings and compares them to those of square and rectangular bearings. The study included an experimental evaluation and a nationwide survey of state Department of Transportations on the use and performance of circular bearings and bearings in general in their states. The experimental investigation studied the bearings' behavior in compression, compression and rotation, and compression and shear. Results from this limited study showed that the three bearings have similar stress-strain behavior in compression and they are in agreement with the AASHTO LRFD guide stress–strain curves. In compression and rotation, the AASHTO LRFD substructure moments are slightly less than the measured values for circular bearings and rectangular bearings rotated about their strong axis for a compressive stress of | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Evaluation of Laminated Circular Elastomeric Bearings | |
| dc.type | Journal Paper | |
| dc.journal.volume | 12 | |
| dc.journal.issue | 1 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)1084-0702(2007)12:1(89) | |
| dc.tree | Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 001 | |
| dc.contenttype | Fulltext | |
