| contributor author | Zdeněk P. Bažant | |
| contributor author | Qiang Yu | |
| date accessioned | 2017-05-08T20:59:16Z | |
| date available | 2017-05-08T20:59:16Z | |
| date copyright | December 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290733-9445%282005%29131%3A12%281886%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34450 | |
| description abstract | After theoretical derivation of the general form of the size effect formula for beam shear in the preceding Part I, this Part II presents experimental verification by least-square fitting of those existing individual data sets that have a broad size range. Subsequently, empirical prediction formulas for the size effect parameters, consisting of the asymptotic small-size strength | |
| publisher | American Society of Civil Engineers | |
| title | Designing Against Size Effect on Shear Strength of Reinforced Concrete Beams Without Stirrups: II. Verification and Calibration | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2005)131:12(1886) | |
| tree | Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 012 | |
| contenttype | Fulltext | |
