| contributor author | Haitham | |
| contributor author | Dawood | |
| contributor author | Mohamed | |
| contributor author | ElGawady | |
| contributor author | Joshua | |
| contributor author | Hewes | |
| date accessioned | 2017-05-08T21:35:11Z | |
| date available | 2017-05-08T21:35:11Z | |
| date copyright | September 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29be%2E1943-5592%2E0000254.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/56792 | |
| description abstract | A segmental precast posttensioned (SPPT) bridge pier is an economic recentering structural system. Understanding the seismic behavior of a SPPT system is an important step toward its application in high seismic zones. This paper presents a detailed three-dimensional finite-element (FE) model that was developed using the | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of Segmental Precast Posttensioned Bridge Piers under Lateral Loads | |
| type | Journal Paper | |
| journal volume | 17 | |
| journal issue | 5 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)BE.1943-5592.0000252 | |
| tree | Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 005 | |
| contenttype | Fulltext | |