Numerical and experimental analysis of combined behavior of shear-type friction damper and non-uniform strip damper for multi-level seismic protection
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Young-Kyu Ju | Chang Hwan Lee | Do Hyun Kim | Jinkyu Kim | Jaeho Ryu | Chang-Hwan Lee | Jinkyu Kim | Y. Ju | Do Hyun Kim | J. Ryu
[1] T. T. Soong,et al. Supplemental energy dissipation: state-of-the-art and state-of-the- practice , 2002 .
[2] N. Null. Minimum Design Loads for Buildings and Other Structures , 2003 .
[3] Finley A. Charney,et al. A hybrid passive control device for steel structures, I: Development and analysis , 2010 .
[4] Young-Kyu Ju,et al. Non-uniform steel strip dampers subjected to cyclic loadings , 2015 .
[5] T. T. Soong,et al. Passive Energy Dissipation Systems in Structural Engineering , 1997 .
[6] James M. Ricles,et al. Seismic design and evaluation of steel moment‐resisting frames with compressed elastomer dampers , 2012 .
[7] In-Tae Hwang,et al. Shear Capacity of SAFE Friction Damper Using Break Pad of Automobile , 2013 .
[8] Sang-Hoon Oh,et al. Seismic performance of steel structures with slit dampers , 2009 .
[9] Michael Montgomery,et al. Experimental Validation of Viscoelastic Coupling Dampers for Enhanced Dynamic Performance of High-Rise Buildings , 2015 .
[10] Yi Min Xie,et al. Shape optimization of metallic yielding devices for passive mitigation of seismic energy , 2010 .
[11] T. T. Soong,et al. STRUCTURAL CONTROL: PAST, PRESENT, AND FUTURE , 1997 .
[12] Young-Kyu Ju,et al. Modified Fatigue Model for Hourglass-Shaped Steel Strip Damper Subjected to Cyclic Loadings , 2015 .
[13] B. Uy,et al. Design Rules, Experimental Evaluation, and Fracture Models for High-Strength and Stainless-Steel Hourglass Shape Energy Dissipation Devices , 2014 .
[14] Y. Ju,et al. Flexural Test of a Composite Beam Using Asymmetric Steel Section with Web Openings , 2009 .
[15] E. Rabinowicz,et al. Friction and Wear of Materials , 1966 .
[16] Young Ju Kim,et al. Cyclic Behavior of Diagrid Nodes with H-Section Braces , 2010 .
[17] Michael Montgomery,et al. Viscoelastic coupling dampers (VCDs) for enhanced wind and seismic performance of high‐rise buildings , 2013 .
[18] Michael Willford,et al. The damped outrigger concept for tall buildings , 2007 .
[19] Faris Albermani,et al. Experimental study of steel slit damper for passive energy dissipation , 2008 .
[20] Young-Kyu Ju,et al. Wind‐induced vibration control of tall buildings using hybrid buckling‐restrained braces , 2014 .
[21] Peter Blau,et al. Friction Science and Technology: From Concepts to Applications, Second Edition , 2008 .
[22] Martin S. Williams,et al. Development of nonlinear analytical model and seismic analyses of a steel frame with self-centering devices and viscoelastic dampers , 2011 .
[23] Andrew S. Whittaker,et al. Energy dissipation systems for seismic applications: Current practice and recent developments , 2008 .
[24] Y. Ibrahim,et al. A visco-plastic device for seismic protection of structures , 2007 .
[25] James M. Ricles,et al. Experimental evaluation of the seismic performance of steel MRFs with compressed elastomer dampers using large-scale real-time hybrid simulation , 2011 .
[26] Thalia Anagnos,et al. Slotted Bolted Connections in Aseismic Design for Concentrically Braced Connections , 1989 .