| contributor author | Wei Wang | |
| contributor author | Da‐Hua Jiang | |
| contributor author | Cheng‐Tzu Thomas Hsu | |
| date accessioned | 2017-05-08T22:15:42Z | |
| date available | 2017-05-08T22:15:42Z | |
| date copyright | August 1993 | |
| date issued | 1993 | |
| identifier other | 40020200.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/75451 | |
| description abstract | Formulas to predict the ultimate shear strength of reinforced concrete deep beams are proposed. The derived equations are based on limit analysis theorems and associated flow rule. The lowest upper‐bound solution is achieved through the work equation. With the effective strength concept, the materials are assumed to be perfectly rigid‐plastic. A special constant is introduced to consider the structural effect on the effectiveness strength factor of concrete. For deep beams, this constant is equal to | |
| publisher | American Society of Civil Engineers | |
| title | Shear Strength of Reinforced Concrete Deep Beams | |
| type | Journal Paper | |
| journal volume | 119 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1993)119:8(2294) | |
| tree | Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 008 | |
| contenttype | Fulltext | |
