| dc.contributor.author | Petros | |
| dc.contributor.author | Sideris | |
| dc.contributor.author | Amjad J. | |
| dc.contributor.author | Aref | |
| dc.contributor.author | Andre | |
| dc.contributor.author | Filiatrault | |
| dc.date.accessioned | 2017-05-08T22:21:21Z | |
| dc.date.available | 2017-05-08T22:21:21Z | |
| dc.date.copyright | October 2014 | |
| dc.date.issued | 2014 | |
| dc.identifier.other | 43036290.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/78552 | |
| dc.description.abstract | This paper presents the findings of an experimental study that investigated the response properties of segmental cantilever columns incorporating internal unbonded posttensioning (PT) and slip-dominant (SD) joints. The SD joints exhibited controlled sliding that provided energy dissipation with low damage. All joints of these columns, except for the bottom one, were designed to be SD. The bottom joint was designed to be rocking dominant (RD) and exhibited rocking that offered self-centering to the system. Design objectives and equations are presented. These equations were used for the design of a large-scale cantilever column that was subjected to reverse lateral cyclic loading at its top end, reaching a maximum drift ratio of 14.9%. At small drift ratios ( | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Quasi-Static Cyclic Testing of a Large-Scale Hybrid Sliding-Rocking Segmental Column with Slip-Dominant Joints | |
| dc.type | Journal Paper | |
| dc.journal.volume | 19 | |
| dc.journal.issue | 10 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)BE.1943-5592.0000605 | |
| dc.tree | Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 010 | |
| dc.contenttype | Fulltext | |
