| contributor author | Niel C. Van Engelen | |
| contributor author | Michael J. Tait | |
| contributor author | Dimitrios Konstantinidis | |
| date accessioned | 2017-05-08T22:26:05Z | |
| date available | 2017-05-08T22:26:05Z | |
| date copyright | July 2015 | |
| date issued | 2015 | |
| identifier other | 44897833.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/80589 | |
| description abstract | In this paper, an analytical model is developed and used to predict the horizontal behavior of unbonded fiber-reinforced elastomeric isolators (FREIs). An advantageous feature of unbonded FREIs is the ability to undergo rollover due to the lack of flexural rigidity of the reinforcement and the unbonded support conditions of the isolator. The rollover causes a characteristic softening, followed by stiffening, as the initially vertical faces of the isolator come into contact with the upper and lower supports—defined as | |
| publisher | American Society of Civil Engineers | |
| title | Model of the Shear Behavior of Unbonded Fiber-Reinforced Elastomeric Isolators | |
| type | Journal Paper | |
| journal volume | 141 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0001120 | |
| tree | Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 007 | |
| contenttype | Fulltext | |
