期刊論文
| 學年 | 95 |
|---|---|
| 學期 | 2 |
| 出版（發表）日期 | 2007-03-01 |
| 作品名稱 | Evaluation of 3D Steel Moment Frames under Earthquake Excitations. I: Modeling |
| 作品名稱（其他語言） | |
| 著者 | 廖國偉 |
| 單位 | 淡江大學土木工程學系 |
| 出版者 | |
| 著錄名稱、卷期、頁數 | Journal of Structural Engineering 133(3), pp.462-471 |
| 摘要 | For performance evaluation of structural systems under seismic loads, accurate modeling of structural component and system response behavior in the nonlinear range is required. In this study, the differential-equation-based hysteresis (Bouc-Wen) model is incorporated into ABAQUS to describe the inelastic connection behaviors of moment frames, taking into account capacity uncertainties of connections documented in the FEMA/SAC projects. A three-dimensional (3D) finite-element model is developed to examine the effects of bi-axial motions including those due to torsion oscillation. Effects of gravity frames, panel zones, and inelastic column deformation are also considered. Numerical examples are carried out to evaluate displacement demand. System capacity against incipient collapse is determined by the incremental dynamic analysis (IDA). Both inherent variability and modeling error are considered. Results indicate that torsional effects due to asymmetric member failures are important. The conventional lumped-plasticity model limits the development of plasticity of columns, thus is not appropriate in IDA for system capacity analysis. As expected, fracture failures of the pre-Northridge connections have a severe impact on the building performance. The methods of modeling and response analysis developed will be used in the reliability and redundancy study in the companion paper. |
| 關鍵字 | |
| 語言 | en |
| ISSN | |
| 期刊性質 | 國內 |
| 收錄於 | |
| 產學合作 | |
| 通訊作者 | |
| 審稿制度 | 否 |
| 國別 | TWN |
| 公開徵稿 | |
| 出版型式 | ,電子版 |
| 相關連結 |
機構典藏連結 ( http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/69786 ) |