Hokkaido University Collection of Scholarly and Academic Papers >
Graduate School of Engineering / Faculty of Engineering >
Peer-reviewed Journal Articles, etc >
Optimal design of multiple damped-outrigger system incorporating buckling-restrained braces
This item is licensed under:Creative Commons Attribution 4.0 International
Title: | Optimal design of multiple damped-outrigger system incorporating buckling-restrained braces |
Authors: | Lin, Pao-Chun Browse this author | Takeuchi, Toru Browse this author | Matsui, Ryota Browse this author |
Keywords: | Outrigger | Buckling-restrained brace | Parametric study | Optimal design | Spectral analysis |
Issue Date: | 1-Sep-2019 |
Publisher: | Elsevier |
Journal Title: | Engineering structures |
Volume: | 194 |
Start Page: | 441 |
End Page: | 457 |
Publisher DOI: | 10.1016/j.engstruct.2019.05.078 |
Abstract: | The outrigger system is an effective solution in mitigating seismic responses of core-tube-type tall buildings by mobilizing the axial stiffness of the perimeter columns, The concept of damped-outrigger has been proposed which introduces dampers in the outrigger system to dissipate seismic energy. This study investigates the seismic behavior of a damped-outrigger system incorporating buckling-restrained brace (BRB-outrigger). The outrigger effect combined with the energy dissipation mechanism of the buckling-restrained brace (BRB) effectively reduce the seismic response of the building. This study proposes the methods to evaluate the inelastic seismic response of structures with multiple damped-outriggers based on a spectral analysis (SA) procedure. For the structure with BRB-outriggers, the optimal outrigger elevations, and the relationships between the axial stiffness of the BRB, the axial stiffness of the perimeter column, and the flexural rigidity of the core structure in order to minimize the seismic response are the primary research objectives of this study. Analytical models with building heights of 64 m, 128 m, 256 m, and 384 m are used to perform the SA and the nonlinear response history analysis. This study concludes with a design recommendation for preliminary design purposes. |
Rights: | https://creativecommons.org/licenses/by/4.0/ |
Type: | article |
URI: | http://hdl.handle.net/2115/75163 |
Appears in Collections: | 工学院・工学研究院 (Graduate School of Engineering / Faculty of Engineering) > 雑誌発表論文等 (Peer-reviewed Journal Articles, etc)
|
|