On the Design of Viscous Dampers for the Rehabilitation of Plan-Asymmetric Buildings
暂无分享,去创建一个
[1] Gary F. Dargush,et al. DYNAMIC ANALYSIS OF VISCOELASTIC-FLUID DAMPERS , 1995 .
[2] Fahim Sadek,et al. Linear Procedures for Structures with Velocity-Dependent Dampers , 2000 .
[3] G. D. Hahn,et al. Effects of added-damper distribution on the seismic response of buildings , 1992 .
[4] Yu-Yuan Lin,et al. Study on Damping Reduction Factor for Buildings under Earthquake Ground Motions , 2003 .
[5] Tomaso Trombetti,et al. Physical and Numerical Approaches for the Optimal Insertion of Seismic Viscous Dampers in Shear-Type Structures , 2007 .
[6] Andrei M. Reinhorn,et al. Design of Supplemental Dampers for Control of Structures , 1996 .
[7] J. Aguirre,et al. Optimal control of linear and nonlinear asymmetric structures by means of passive energy dampers , 2013 .
[8] Claudio Ceccoli,et al. Inserting the mass proportional damping (MPD) system in a concrete shear-type structure , 2003 .
[9] M. Constantinou,et al. Elastic and Inelastic Seismic Response of Buildings with Damping Systems , 2002 .
[10] Andrew S. Whittaker,et al. Validation of the 2000 NEHRP Provisions’ Equivalent Lateral Force and Modal Analysis Procedures for Buildings with Damping Systems , 2003 .
[11] Luca Landi,et al. A Methodology for the Direct Assessment of the Damping Ratio of Structures Equipped with Nonlinear Viscous Dampers , 2012 .
[12] S. Hartzell,et al. Earthquake Ground Motions , 1988 .
[13] Luca Landi,et al. On the pushover analysis as a method for evaluating the seismic response of RC buildings , 2005 .
[14] Diego Lo´pez Garci´a. A Simple Method for the Design of Optimal Damper Configurations in MDOF Structures , 2001 .
[15] Tomaso Trombetti,et al. A Five-Step Procedure for the Dimensioning of Viscous Dampers to Be Inserted in Building Structures , 2010 .
[16] Oren Lavan,et al. OPTIMAL PERIPHERAL DRIFT CONTROL OF 3D IRREGULAR FRAMED STRUCTURES USING SUPPLEMENTAL VISCOUS DAMPERS , 2006 .
[17] T. T. Soong,et al. Efficiency of a simple approach to damper allocation in MDOF structures , 2002 .
[18] Michael C. Constantinou,et al. Investigation of Seismic Response of Buildings with Linear and Nonlinear Fluid Viscous Dampers , 1997 .
[19] T. T. Soong,et al. Passive Energy Dissipation Systems for Structural Design and Retrofit , 1998 .
[20] Gian Michele Calvi,et al. Seismic design of frame-wall structures , 2006 .
[21] Gary F. Dargush,et al. Analytical Model of Viscoelastic Fluid Dampers , 1993 .
[22] Andrew S. Whittaker,et al. Evaluation of Simplified Methods of Analysis of Yielding Structures with Damping Systems , 2002 .
[23] Oren Lavan,et al. Fully stressed design of passive controllers in framed structures for seismic loadings , 2006 .
[24] T. Igusa,et al. Dynamics of Structures: Theory and Applications to Earthquake Engineering by Anil K. Chopra , 1996 .
[25] Michael C. Constantinou,et al. Seismic response of structures with supplemental damping , 1993 .
[26] Juan Carlos de la Llera,et al. Torsional balance as new design criterion for asymmetric structures with energy dissipation devices , 2009 .
[27] Timothy J. Sullivan,et al. Towards a simplified Direct DBD procedure for the seismic design of moment resisting frames with viscous dampers , 2012 .
[28] Fema Publication. NEHRP COMMENTARY ON THE GUIDELINES FOR THE SEISMIC REHABILITATION OF BUILDINGS , 2005 .
[29] Anil K. Chopra,et al. Earthquake response of elastic SDF systems with non‐linear fluid viscous dampers , 2002 .
[30] Juan Carlos de la Llera,et al. Torsional balance of plan asymmetric structures with viscoelastic dampers , 2007 .