Comparing fluid viscous damper placement methods considering total-building seismic performance
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[1] Michael C. Constantinou,et al. Response of Nonstructural Components in Structures with Damping Systems , 2006 .
[2] J. S. Hwang,et al. Comparison of distribution methods for viscous damping coefficients to buildings , 2010 .
[3] Murat Dicleli,et al. Seismic performance of chevron braced steel frames with and without viscous fluid dampers as a function of ground motion and damper characteristics , 2007 .
[4] R. Landolfo,et al. Modelling aspects of the seismic response of steel concentric braced frames , 2013 .
[5] Stefano Pampanin,et al. Seismic performance of reinforced concrete buildings in the September 2010 Darfield (Canterbury) earthquake , 2010 .
[6] Martin S. Williams,et al. Seismic performance assessment of Eurocode 8-compliant concentric braced frame buildings using FEMA P-58 , 2018 .
[7] Martin S. Williams,et al. A Comparison of Viscous Damper Placement Methods for Improving Seismic Building Design , 2012 .
[8] E. Gaylord,et al. Design of Steel Structures , 1972 .
[9] Alessandro Palermo,et al. Seismic Performance of Vertical Nonstructural Components in the 22 February 2011 Christchurch Earthquake , 2014 .
[10] F. Mazzolani,et al. Design of Steel Structures for Buildings in Seismic Areas: Eurocode 8: Design of structures for earthquake resistance. Part 1-1 - General rules, seismic actions and rules for buildings , 2017 .
[11] Antonio Occhiuzzi,et al. Additional viscous dampers for civil structures: Analysis of design methods based on effective evaluation of modal damping ratios , 2009 .
[12] Andre Filiatrault,et al. Influence of passive supplemental damping systems on structural and nonstructural seismic fragilities of a steel building , 2008 .
[13] Andrew S. Whittaker,et al. Equivalent Lateral Force and Modal Analysis Procedures of the 2000 NEHRP Provisions for Buildings with Damping Systems , 2003 .
[14] Gian Paolo Cimellaro,et al. Optimal Softening and damping design for buildings , 2007 .
[15] Michel Bruneau,et al. Effect of Supplemental Viscous Damping on the Seismic Response of Structural Systems with Metallic Dampers , 2007 .
[16] Oren Lavan,et al. Simple Iterative Use of Lyapunov's Solution for the Linear Optimal Seismic Design of Passive Devices in Framed Buildings , 2009 .
[17] Laura Ragni,et al. Influence of the nonlinear behavior of viscous dampers on the seismic demand hazard of building frames , 2016 .
[18] Diego Lo´pez Garci´a. A Simple Method for the Design of Optimal Damper Configurations in MDOF Structures , 2001 .
[19] Jure Radić,et al. Actions on structures , 2006 .
[20] Luca Landi,et al. Effectiveness of different distributions of viscous damping coefficients for the seismic retrofit of regular and irregular RC frames , 2015 .
[21] Oren Lavan,et al. Fully stressed design of passive controllers in framed structures for seismic loadings , 2006 .
[22] T. T. Soong,et al. Efficiency of a simple approach to damper allocation in MDOF structures , 2002 .
[23] F. Charney. Unintended Consequences of Modeling Damping in Structures , 2008 .
[24] J. Aguirre,et al. Optimal control of linear and nonlinear asymmetric structures by means of passive energy dampers , 2013 .
[25] Oren Lavan,et al. Seismic behavior of viscously damped yielding frames under structural and damping uncertainties , 2013, Bulletin of Earthquake Engineering.
[26] Filip C. Filippou,et al. Section Discretization of Fiber Beam-Column Elements for Cyclic Inelastic Response , 2012 .
[27] Finley A. Charney,et al. Comparative evaluation of innovative and traditional seismic-resisting systems using the FEMA P-58 procedure , 2015 .
[28] Martin S. Williams,et al. Seismic Performance Assessment of a Conventional Multi-storey Building , 2017, International Journal of Disaster Risk Science.
[29] Rajesh P. Dhakal,et al. DAMAGE TO NON-STRUCTURAL COMPONENTS AND CONTENTS IN 2010 DARFIELD EARTHQUAKE , 2010 .
[30] Dimitrios G. Lignos,et al. Computational Approach for Collapse Assessment of Concentrically Braced Frames in Seismic Regions , 2014 .
[31] SaatciogluMurat,et al. Performance of steel buildings and nonstructural elements during the 27 February 2010 Maule (Chile) Earthquake1 , 2013 .
[32] Alexandros A. Taflanidis,et al. Performance assessment and optimization of fluid viscous dampers through life-cycle cost criteria and comparison to alternative design approaches , 2015, Bulletin of Earthquake Engineering.
[33] Tomaso Trombetti,et al. On the dimensioning of viscous dampers for the mitigation of the earthquake-induced effects in moment-resisting frame structures , 2013, Bulletin of Earthquake Engineering.
[34] Stephen A. Mahin,et al. Model for Cyclic Inelastic Buckling of Steel Braces , 2008 .
[35] Jonathan P. Stewart,et al. Evaluation of the seismic performance of a code‐conforming reinforced‐concrete frame building—from seismic hazard to collapse safety and economic losses , 2007 .
[36] Izuru Takewaki,et al. Optimal damper placement for minimum transfer functions , 1997 .
[37] Gilberto Mosqueda,et al. Performance of Nonstructural Components during the 27 February 2010 Chile Earthquake , 2012 .