| contributor author | Ioannis V. Kalpakidis | |
| contributor author | Michael C. Constantinou | |
| contributor author | Andrew S. Whittaker | |
| date accessioned | 2017-05-08T21:59:00Z | |
| date available | 2017-05-08T21:59:00Z | |
| date copyright | May 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000187.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68029 | |
| description abstract | Lead-rubber bearings are seismic isolators that have been used extensively to protect buildings, bridges, and mission-critical infrastructure from the damaging effects of earthquake shaking. In bridges, lead-rubber bearings are subjected to continuous movement due to service (traffic) and temperature effects. This paper presents data on the effects of cumulative travel on the mechanical properties of lead-rubber bearings based on an experimental investigation of both medium- and small-sized bearings. A theoretical interpretation of the test results is presented. | |
| publisher | American Society of Civil Engineers | |
| title | Effects of Large Cumulative Travel on the Behavior of Lead-Rubber Seismic Isolation Bearings | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 5 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000141 | |
| tree | Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 005 | |
| contenttype | Fulltext | |