| contributor author | Arturo Tena-Colunga | |
| contributor author | Hans I. Archundia-Aranda | |
| contributor author | Luis Angel Urbina-Californias | |
| date accessioned | 2022-01-30T20:04:59Z | |
| date available | 2022-01-30T20:04:59Z | |
| date issued | 2020 | |
| identifier other | %28ASCE%29SC.1943-5576.0000482.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4266485 | |
| description abstract | Simple methods are required to reasonably estimate the shear strength of reinforced-concrete haunched beams (RCHBs) for design in order to inhibit shear failures in favor of a flexural behavior. In this paper, design equations developed from stress fields and truss models, also known as strut-and-tie models, are assessed and related with the processed experimental data for the cyclic testing of continuous RCHBs failing in shear. It was found that, for design purposes, plausible estimates for the shear strength of RCHBs could be assessed with the proposed equations. | |
| publisher | ASCE | |
| title | Equations for Shear Design of Continuous Reinforced-Concrete Haunched Beams Based on Stress Fields and Truss Models | |
| type | Journal Paper | |
| journal volume | 25 | |
| journal issue | 3 | |
| journal title | Practice Periodical on Structural Design and Construction | |
| identifier doi | 10.1061/(ASCE)SC.1943-5576.0000482 | |
| page | 04020012 | |
| tree | Practice Periodical on Structural Design and Construction:;2020:;Volume ( 025 ):;issue: 003 | |
| contenttype | Fulltext | |