Analytical Study on the Dynamic Properties of Viscoelastically Coupled Shear Walls in High-Rise Buildings
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Deepak R. Pant | Constantin Christopoulos | Michael Montgomery | D. R. Pant | C. Christopoulos | M. Montgomery
[1] A. Rutenberg. Approximate natural frequencies for coupled shear walls , 1975 .
[2] D. J. Mead,et al. The forced vibration of a three-layer, damped sandwich beam with arbitrary boundary conditions , 1969 .
[3] Michael Montgomery,et al. Experimental Validation of Viscoelastic Coupling Dampers for Enhanced Dynamic Performance of High-Rise Buildings , 2015 .
[4] Alexander Coull,et al. Tall Building Structures: Analysis and Design , 1991 .
[5] Alessandro Palmeri,et al. Transverse vibrations of viscoelastic sandwich beams via a Galerkin-based state-space approach , 2016 .
[6] Yukio Tamura,et al. Damping Evaluation Using Full-Scale Data of Buildings in Japan , 2003 .
[7] D. Culler,et al. Comparison of methods , 2000 .
[8] Y. H. Chai,et al. Reexamination of the Vibrational Period of Coupled Shear Walls by Differential Transformation , 2009 .
[9] Marshall Lew,et al. AN ALTERNATIVE PROCEDURE FOR SEISMIC ANALYSIS AND DESIGN OF TALL BUILDINGS LOCATED IN THE LOS ANGELES REGION 2008 Edition , 2008 .
[10] Michael Willford,et al. The damped outrigger concept for tall buildings , 2007 .
[11] W. K. Tso,et al. LETTER TO THE EDITOR DISCUSSION ON PAPER , 1974 .
[12] K. A. Zalka. A SIMPLE METHOD FOR THE DEFLECTION ANALYSIS OF TALL WALL-FRAME BUILDING STRUCTURES UNDER HORIZONTAL LOAD , 2009 .
[13] Christoph Adam,et al. Flexural vibrations of elastic composite beams with interlayer slip , 1997 .
[14] Reza Rahgozar,et al. A continuous–discrete approach for evaluation of natural frequencies and mode shapes of high-rise buildings , 2016 .
[15] Renée MacKay-Lyons. Performance-based Design of RC Coupled Wall High-rise Buildings with Viscoelastic Coupling Dampers , 2013 .
[16] Finley A. Charney,et al. Comparison of Methods for Computing Equivalent Viscous Damping Ratios of Structures with Added Viscous Damping , 2008 .
[17] Farzad Naeim,et al. Performance of tall buildings in Concepción during the 27 February 2010 moment magnitude 8.8 offshore Maule, Chile earthquake , 2011 .
[18] O. Aksogan,et al. Dynamic analysis of non-planar coupled shear walls with stiffening beams using Continuous Connection Method , 2014 .
[19] Alexander Coull,et al. Free vibrations of coupled shear walls , 1972 .
[20] Eduardo Miranda,et al. Approximate Lateral Drift Demands in Multistory Buildings with Nonuniform Stiffness , 2002 .
[21] Michael Montgomery,et al. Viscoelastic coupling dampers (VCDs) for enhanced wind and seismic performance of high‐rise buildings , 2013 .
[22] Rakesh K. Goel. Simplified analysis of asymmetric structures with supplemental damping , 2001 .
[23] Kumar Vikram Singh,et al. Eigenvalue and eigenvector computation for discrete and continuous structures composed of viscoelastic materials , 2016 .
[24] Oren Lavan,et al. On the efficiency of viscous dampers in reducing various seismic responses of wall structures , 2012 .
[25] H. Benaroya,et al. DYNAMICS OF TRANSVERSELY VIBRATING BEAMS USING FOUR ENGINEERING THEORIES , 1999 .
[26] B. S. Choo,et al. A continuous-discrete approach to the free vibration analysis of stiffened pierced walls on flexible foundations , 1996 .
[27] Marina Schroder,et al. Structural Control Past Present And Future , 2016 .
[28] D. J. Mead,et al. The measurement of the loss factors of beams and plates with constrained and unconstrained damping layers: A critical assessment , 2007 .
[29] László P. Kollár,et al. Analysis of building structures by replacement sandwich beams , 2003 .
[30] Z. Liang,et al. Damping of Structures - Part 1: Theory of Complex Damping , 1991 .
[31] László P. Kollár,et al. Approximate analysis of building structures with identical stories subjected to earthquakes , 2004 .
[32] Farshad Berahman,et al. RESILIENT SEISMIC DESIGN OF TALL COUPLED SHEAR WALL BUILDINGS USING VISCOELASTIC COUPLING DAMPERS , 2015 .
[33] Farzad Naeim,et al. Performance of tall buildings in Santiago, Chile during the 27 February 2010 offshore Maule, Chile earthquake , 2011 .
[34] C. Adam,et al. Piezoelectric vibrations of composite beams with interlayer slip , 2000 .
[35] Hadi Moghadasi Faridani,et al. Investigation of the effects of viscous damping mechanisms on structural characteristics in coupled shear walls , 2016 .
[36] T. T. Soong,et al. Passive Energy Dissipation Systems in Structural Engineering , 1997 .
[37] K. S. Skattum. Dynamic Analysis of Coupled Shear Walls and Sandwich Beams , 1971 .
[38] D. M. McFarland,et al. Analysis of Tall Buildings with Damped Outriggers , 2010 .