| contributor author | Laura N. Lowes | |
| contributor author | Arash Altoontash | |
| date accessioned | 2017-05-08T20:58:34Z | |
| date available | 2017-05-08T20:58:34Z | |
| date copyright | December 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%290733-9445%282003%29129%3A12%281686%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33982 | |
| description abstract | A model is developed to represent the response of reinforced-concrete beam-column joints under reversed-cyclic loading. The proposed model provides a simple representation of the primary inelastic mechanisms that determine joint behavior: Failure of the joint core under shear loading and anchorage failure of beam and column longitudinal reinforcement embedded in the joint. The model is implemented as a four-node 12-degree-of-freedom element that is appropriate for use with typical hysteretic beam-column line elements in two-dimensional nonlinear analysis of reinforced concrete structures. Constitutive relationships are developed to define the load-deformation response of the joint model on the basis of material, geometric, and design parameters. Comparison of simulated and observed response for a series of joint subassemblages with different design details indicates that the proposed model is appropriate for use in simulating response under earthquake loading. | |
| publisher | American Society of Civil Engineers | |
| title | Modeling Reinforced-Concrete Beam-Column Joints Subjected to Cyclic Loading | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2003)129:12(1686) | |
| tree | Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 012 | |
| contenttype | Fulltext | |
