Seismic Behavior of Moderate-Aspect-Ratio Concrete Bridge Wall Piers Reinforced with Steel and GFRP ReinforcementsSource: Journal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 006::page 04026021-1Author:Arafa, Ahmed
,
Ahmed, Nourhan
,
Kenewy, Mamdouh
,
Derar, Ahmed
,
Fahmy, Mohamed F.M.
,
Benmokrane, Brahim
DOI: 10.1061/JBENF2.BEENG-7859Publisher: American Society of Civil Engineers
Abstract: Abstract A comprehensive nonlinear finite-element analysis (FEA) was conducted to investigate
the nonlinear cyclic response of moderate-aspect-ratio (height/length ranging from
two to four) concrete bridge wall piers reinforced with steel and glass fiber–...
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| contributor author | Arafa, Ahmed | |
| contributor author | Ahmed, Nourhan | |
| contributor author | Kenewy, Mamdouh | |
| contributor author | Derar, Ahmed | |
| contributor author | Fahmy, Mohamed F.M. | |
| contributor author | Benmokrane, Brahim | |
| date accessioned | 2026-08-20T21:21:29Z | |
| date available | 2026-08-20T21:21:29Z | |
| date copyright | 2026/03/25 | |
| date issued | 2026 | |
| identifier other | JBENF2.BEENG-7859.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4314336 | |
| description abstract | Abstract A comprehensive nonlinear finite-element analysis (FEA) was conducted to investigate the nonlinear cyclic response of moderate-aspect-ratio (height/length ranging from two to four) concrete bridge wall piers reinforced with steel and glass fiber–... | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Behavior of Moderate-Aspect-Ratio Concrete Bridge Wall Piers Reinforced with Steel and GFRP Reinforcements | |
| type | Journal Article | |
| journal volume | 31 | |
| journal issue | 6 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/JBENF2.BEENG-7859 | |
| journal fristpage | 04026021-1 | |
| journal lastpage | 04026021-20 | |
| page | 20 | |
| tree | Journal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 006 | |
| contenttype | Fulltext |