| contributor author | Tiejiong Lou | |
| contributor author | Sergio M. R. Lopes | |
| contributor author | Adelino V. Lopes | |
| date accessioned | 2017-05-08T22:08:07Z | |
| date available | 2017-05-08T22:08:07Z | |
| date copyright | October 2014 | |
| date issued | 2014 | |
| identifier other | 31606366.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/72044 | |
| description abstract | This article presents an investigation of redistribution of moments in normal-strength concrete (NSC) and high-strength concrete (HSC) continuous beams. A nonlinear computer model is introduced and validated by experimental results of HSC continuous specimens. A numerical test is performed on two-span continuous beams where the concrete strength varies between 30 and 90 MPa so as to cover both NSC and HSC beams. Various tensile steel ratios over the center support | |
| publisher | American Society of Civil Engineers | |
| title | Evaluation of Moment Redistribution in Normal-Strength and High-Strength Reinforced Concrete Beams | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000994 | |
| tree | Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 010 | |
| contenttype | Fulltext | |
