| contributor author | Sherif El-Tawil | |
| contributor author | Gregory G. Deierlein | |
| date accessioned | 2017-05-08T20:58:01Z | |
| date available | 2017-05-08T20:58:01Z | |
| date copyright | June 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290733-9445%282001%29127%3A6%28656%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33626 | |
| description abstract | This is the second of two companion papers that describe the formulation of analysis models for simulating the inelastic seismic response of three-dimensional mixed frame structures comprised of steel, reinforced-concrete, and/or composite members. Described in a companion paper is the flexibility-based formulation of a three-dimensional beam-column element to model the inelastic cyclic behavior of beam-columns under combined axial load and biaxial bending. This paper describes the development of yield surface equations and stiffness parameter calibration for bisymmetric steel, reinforced concrete, and encased composite beam-columns. Accuracy of the model is verified through comparisons to data from previously published tests and detailed analyses. | |
| publisher | American Society of Civil Engineers | |
| title | Nonlinear Analysis of Mixed Steel-Concrete Frames. II: Implementation and Verification | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2001)127:6(656) | |
| tree | Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 006 | |
| contenttype | Fulltext | |