| contributor author | Julia Marson | |
| contributor author | Michel Bruneau | |
| date accessioned | 2017-05-08T21:25:09Z | |
| date available | 2017-05-08T21:25:09Z | |
| date copyright | January 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%291084-0702%282004%299%3A1%2814%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50711 | |
| description abstract | To investigate their adequacy as energy dissipating elements during earthquakes, this paper reports on cyclic inelastic tests executed to determine the maximum strength and ductility of four concrete-filled circular steel piers joined to a foundation detail proposed to develop the full composite strength at the base of these columns. Column diameters considered were 324 and 406 mm, with | |
| publisher | American Society of Civil Engineers | |
| title | Cyclic Testing of Concrete-Filled Circular Steel Bridge Piers having Encased Fixed-Based Detail | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 1 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2004)9:1(14) | |
| tree | Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 001 | |
| contenttype | Fulltext | |
