A Five-Step Procedure for the Dimensioning of Viscous Dampers to Be Inserted in Building Structures
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[1] G. D. Hahn,et al. Effects of added-damper distribution on the seismic response of buildings , 1992 .
[2] Yu-Yuan Lin,et al. Study on Damping Reduction Factor for Buildings under Earthquake Ground Motions , 2003 .
[3] Douglas P. Taylor. FLUID DAMPERS FOR APPLICATIONS OF SEISMIC ENERGY DISSIPATION AND SEISMIC ISOLATION , 2007 .
[4] T. T. Soong,et al. Efficiency of a simple approach to damper allocation in MDOF structures , 2002 .
[5] Michael C. Constantinou,et al. EXPERIMENTAL AND ANALYTICAL INVESTIGATION OF SEISMIC RETROFIT OF STRUCTURES WITH SUPPLEMENTAL DAMPING: PART 1 - FLUID VISCOUS DAMPING DEVICES , 1995 .
[6] Robert D. Hanson,et al. STUDY OF INELASTIC SPECTRA WITH HIGH DAMPING , 1989 .
[7] George C. Lee,et al. Optimization Methodology for Damper Configuration Based on Building Performance Indices , 2005 .
[8] J. Bommer,et al. COMPATIBLE ACCELERATION AND DISPLACEMENT SPECTRA FOR SEISMIC DESIGN CODES , 1999 .
[9] T. T. Soong,et al. DESIGN OF ENERGY DISSIPATION DEVICES BASED ON CONCEPT OF DAMAGE CONTROL , 1996 .
[10] Tomaso Trombetti,et al. Novel schemes for inserting seismic dampers in shear-type systems based upon the mass proportional component of the Rayleigh damping matrix , 2007 .
[11] Tomaso Trombetti,et al. Physical and Numerical Approaches for the Optimal Insertion of Seismic Viscous Dampers in Shear-Type Structures , 2007 .
[12] Andrei M. Reinhorn,et al. Design of Supplemental Dampers for Control of Structures , 1996 .
[13] Gary F. Dargush,et al. Evolutionary aseismic design and retrofit of structures with passive energy dissipation , 2005 .
[14] T. T. Soong,et al. Passive Energy Dissipation Systems in Structural Engineering , 1997 .
[15] Tomaso Trombetti,et al. ADDED VISCOUS DAMPERS IN SHEAR-TYPE STRUCTURES: THE EFFECTIVENESS OF MASS PROPORTIONAL DAMPING , 2004 .
[16] Oren Lavan,et al. Optimal design of supplemental viscous dampers for irregular shear‐frames in the presence of yielding , 2005 .
[17] M. Constantinou,et al. Elastic and Inelastic Seismic Response of Buildings with Damping Systems , 2002 .
[18] Anil K. Chopra,et al. Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .
[19] Rakesh K. Goel,et al. Effects of supplemental viscous damping on seismic response of asymmetric‐plan systems , 1998 .
[20] W. J. Hall,et al. Earthquake spectra and design , 1982 .
[21] Rakesh K. Goel. Simplified analysis of asymmetric structures with supplemental damping , 2001 .
[22] T. T. Soong,et al. Passive Energy Dissipation Systems for Structural Design and Retrofit , 1998 .
[23] Douglas P. Taylor. BUILDINGS: DESIGN FOR DAMPING , 1999 .
[24] T. T. Soong,et al. Seismic Design of Viscoelastic Dampers for Structural Applications , 1992 .
[25] Tomaso Trombetti,et al. On the modal damping ratios of shear-type structures equipped with Rayleigh damping systems , 2006 .
[26] Mahendra P. Singh,et al. Optimal seismic response control with dampers , 2001 .
[27] E. Faccioli,et al. DISPLACEMENT DESIGN SPECTRA , 1999 .
[28] Kazuhiko Kasai,et al. COMPARATIVE STUDY OF FRAMES USING VISCOELASTIC AND VISCOUS DAMPERS , 1998 .
[29] Mahendra P. Singh,et al. Optimal placement of dampers for passive response control , 2002 .
[30] Anita Shukla,et al. Optimal Use of Viscoelastic Dampers in Building Frames for Seismic Force , 1999 .
[31] William T. Holmes,et al. The 1997 NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures , 2000 .
[32] Claudio Ceccoli,et al. Inserting the mass proportional damping (MPD) system in a concrete shear-type structure , 2003 .
[33] Kuo-Chun Chang,et al. Evaluation of damping reduction factors for estimating elastic response of structures with high damping , 2005 .
[34] Mjn Priestley,et al. Myths and Fallacies in Earthquake Engineering--Conflicts Between Design and Reality , 1995, SP-157: Recent Developments In Lateral Force Transfer In Buildings.
[35] Kazuhiko Kawashima,et al. MODIFICATION OF EARTHQUAKE RESPONSE SPECTRA WITH RESPECT TO DAMPING , 1984 .
[36] Inês Chen,et al. Damage control , 2008, Nature Structural &Molecular Biology.
[37] Izuru Takewaki,et al. Optimal damper placement for critical excitation , 2000 .
[38] Oren Lavan,et al. Fully stressed design of passive controllers in framed structures for seismic loadings , 2006 .
[39] Izuru Takewaki,et al. Earthquake Input Energy to Two Buildings Connected by Viscous Dampers , 2007 .
[40] Pei-Yang Lin,et al. Design of dampers for structures based on optimal control theory , 2000 .
[41] Oren Lavan,et al. OPTIMAL PERIPHERAL DRIFT CONTROL OF 3D IRREGULAR FRAMED STRUCTURES USING SUPPLEMENTAL VISCOUS DAMPERS , 2006 .
[42] Izuru Takewaki,et al. Optimal damper placement for minimum transfer functions , 1997 .
[43] M. C. Constantinou,et al. Optimum design of a first story damping system , 1983 .
[44] M. D. Martínez-Rodrigo,et al. An optimum retrofit strategy for moment resisting frames with nonlinear viscous dampers for seismic applications , 2003 .
[45] Michael C. Constantinou,et al. Seismic response of structures with supplemental damping , 1993 .
[46] Jinkoo Kim,et al. PERFORMANCE-BASED DESIGN OF ADDED VISCOUS DAMPERS USING CAPACITY SPECTRUM METHOD , 2003 .
[47] Oren Lavan,et al. Seismic Design of Friction-Damped Braced Frames Based on Historical Records , 2005 .
[48] Diego Lo´pez Garci´a. A Simple Method for the Design of Optimal Damper Configurations in MDOF Structures , 2001 .