原文传递
Evaluation of Simplified and State-of-the-Art Analysis Procedures for Steel Frame Buildings Equipped with Supplemental Damping Devices Based on E-Defense Full-Scale Shake Table Tests
| 题名： | Evaluation of Simplified and State-of-the-Art Analysis Procedures for Steel Frame Buildings Equipped with Supplemental Damping Devices Based on E-Defense Full-Scale Shake Table Tests |
| 正文语种： | 英文 |
| 作者： | Sarven Akcelyan; Dimitrios G. Lignos, A.M.ASCE; Tsuyoshi Hikino;Masayoshi Nakashima, M.ASCE |
| 作者单位： | McGill Univ;Nippon Steel and Sumikin Engineering Co. Ltd;Kyoto Univ |
| 关键词： | Nonlinear viscous dampers; Buckling-restrained braces; Simplified assessment methods; Supplemental damping; Performance-spectra; Full-scale shake table tests; Nonlinear response history analysis; Seismic effects. |
| 摘要： | This paper summarizes a number of key findings that affect the use of linear and nonlinear analysis procedures for the seismic evaluation of steel frame buildings with supplemental damping devices and in particular, buckling-restrained braces (BRBs) and non linear viscous dampers (NVDs). The assessment is based on a comparison of various en gineering dema nd parameters (EDPs) with experime ntal data obtained from a series of full-scale shaking table tests of a five-story steel building equipped with BRBs and NVDs. It is shown that: (1) there is no clear advantage between three-dimensional (3D) and two-dimensional (2D) analyses in the prediction of the dynamic behavior of regular plan view steel frame buildings regardless of the damper type; (2) in corporating the brace and nonlinear viscous damper axial flexibility in the analytical model of the test structure with NVDs significantly improves the overall numerical predictions; and (3) the current effective damping ratio recommended by ASCE 41-13 as part of linear static procedures for the evaluation of frame buildings with BRBs or NVDs may not be conservative enough. A new performance-based design tool called performance-spectra (P-Spectra) is able to reliably predict the EDPs of interest. The P-Spectra tool is also able to validate the efficiency of various damper solutions on the dynamic performance of the test structure. It is demonstrated that P-Spectra can be employed to predict estimates of potential residual deformations that traditional linear and nonlinear static procedures cannot. DOI: 10.1061/(ASCE)ST. 1943-541X.0001474. © 2016 American Society of Civil Engineers. |
| 出版日期： | 2016.06 |
| 出版年： | 2016 |
| 期刊名称： | Journal of Structural Engineering |
| 卷： | Vol.142 |
| 期： | NO.06 |
| 页码： | 04016024 |
相关文献
- Data Collection Using Terrestrial Laser Scanners from the Shake-Table Test of a Full-Scale Reinforced Concrete Building
- Experimental Seismic Behavior of a Full-Scale Four-Story Soft-Story Wood-Frame Building with Retrofits. I: Building Design, Retrofit Methodology, and Numerical Validation
- Design and Analysis of Buildings with Fluidic Self-Centering Systems
- Pres-Lam Buildings: State-of-the-Art
- Estimating Earthquake-Induced Displacement Responses of Building Structures Using Time-Varying Model and Limited Acceleration Data
- Experimental Seismic Behavior of a Full-Scale Four-Story Soft-Story Wood-Frame Building with Retrofits. II: Shake Table Test Results
检索历史
应用推荐
