| contributor author | Nasreddin El‐Mezaini | |
| contributor author | Can Balkaya | |
| contributor author | Ergin Çitipitiogˇlu | |
| date accessioned | 2017-05-08T20:54:12Z | |
| date available | 2017-05-08T20:54:12Z | |
| date copyright | June 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290733-9445%281991%29117%3A6%281573%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31137 | |
| description abstract | The linear elastic behavior of frames with nonprismatic members is investigated by using isoparametric plane stress finite elements. It is determined that the conventional methods of analysis for these types of structures lead to erroneous results. Comparison of the fixed end moments, stiffness, and carry‐over factors of nonprismatic members available in the literature with those computed by finite element analysis reveals large discrepancies. Based on an extensive study, sources and magnitudes of errors are presented. Recommendations for proper modeling by using conventional frame analysis computer programs are made. | |
| publisher | American Society of Civil Engineers | |
| title | Analysis of Frames with Nonprismatic Members | |
| type | Journal Paper | |
| journal volume | 117 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1991)117:6(1573) | |
| tree | Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 006 | |
| contenttype | Fulltext | |
