Comparing fluid viscous damper placement methods considering total-building seismic performance

[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 .