- 期刊
- OpenAccess
Effects of Friction Damper-brace Design Parameters on Seismic Performance of Multistory Building Structures
並列摘要
In this study, design parameters of Friction Damper-Brace System (FDBS) and their influence on seismic response of low-to-medium-rise building structures are investigated. Numerical analyses are performed on some example building models with different fundamental periods. Improvement of seismic response of the structures with respect to variations of FDBS design parameters including: total slip-load ratio of friction damper devices (FDD), number of FDD installations and arrangement of dampers along height of buildings, is investigated. Results show that for a constant stiffness ratio of the braces and uniform distribution of slip-load ratio amongst FDDs, optimal normalized number of FDD installations, increases or remains invariant in the range of 0.5 to 1.0 when fundamental period of the structure increases.
延伸閱讀
- 薛強、陳國慶、陳正忠、吳嘉偉、劉明怡（2007）。Benefit of Using Direct Displacement-based Design Method in the Performance-based Seismic Design of Buildings。建築學報，(62_S)，67-80。https://doi.org/10.6377/JA.200712.0011
- 蔣佳銘（2004）。An Investigation on Seismic Evaluation of Performance-Based Design Method for Hybrid Multi-story Structures〔碩士論文，中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu200400613
- 張簡嘉賞（2012）。Theoretical and Experimental Analyses of Friction Damper for Earthquake-resistance。國立金門大學學報，(2)，213-233。https://doi.org/10.7056/JNQU.201203.0213
- 莊幃竹（2014）。Feasibility Study on Seismic Performance of Structures with Building Mass Damper Systems〔碩士論文，國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2014.02885
- 張簡嘉賞（2009）。An Experimental Study on Displacement-Dependent Seismic Dampers in Buckling and Friction Mechanisms〔博士論文，國立交通大學〕。華藝線上圖書館。https://doi.org/10.6842/NCTU.2009.00336