Torsion mitigation of existing asymmetric structures using damper
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[1] Rakesh K. Goel,et al. Effects of supplemental viscous damping on inelastic seismic response of asymmetric systems , 2000 .
[2] Vitelmo V. Bertero,et al. Earthquake Resistance of Infilled Frames , 1978 .
[3] M Holmes,et al. STEEL FRAMES WITH BRICKWORK AND CONCRETE INFILLING. , 1961 .
[4] Bryan Stafford Smith,et al. Assessment of Translational-Torsional Coupling in Asymmetric Uniform Wall-Frame Structures , 1995 .
[5] Juan Carlos de la Llera,et al. Torsional balance of plan‐asymmetric structures with frictional dampers: analytical results , 2005 .
[6] T. Paulay,et al. Seismic Design of Reinforced Concrete and Masonry Buildings , 1992 .
[7] Juan Carlos de la Llera,et al. Torsion in Earthquake Response and Design of Buildings , 1997 .
[8] Juan Carlos de la Llera,et al. Torsional balance of plan asymmetric structures with viscoelastic dampers , 2007 .
[9] W. K. Tso,et al. Lateral strength distribution specification to limit additional inelastic deformation of torsionally unbalanced structures , 1992 .
[10] Sudhir K. Jain,et al. Seismic Analysis of Asymmetric Buildings with Flexible Floor Diaphragms , 2004 .
[11] Mohammad Reza Tabeshpour,et al. Retrofit of Ressalat jacket platform (Persian Gulf) using friction damper device , 2011 .
[12] Imad H. Mualla,et al. Performance of steel frames with a new friction damper device under earthquake excitation , 2002 .
[13] W. K. Tso,et al. INELASTIC EARTHQUAKE RESPONSE OF ASYMMETRIC STRUCTURES , 1986 .
[14] Rakesh K. Goel,et al. Effects of supplemental viscous damping on seismic response of asymmetric‐plan systems , 1998 .
[15] Juan C. DE LA LLERA,et al. ANALYTICAL AND EXPERIMENTAL RESPONSE OF ASYMMETRIC STRUCTURES WITH FRICTION AND VISCOELASTIC DAMPERS , 2002 .
[16] W. K. Tso,et al. Strength eccentricity concept for inelastic analysis of asymmetrical structures , 1989 .
[17] Liauw Te-Chang,et al. Nonlinear behaviour of non-integral infilled frames , 1984 .
[18] Anil K. Chopra,et al. Understanding and predicting effects of supplemental viscous damping on seismic response of asymmetric one‐storey systems , 2001 .
[19] Anil K. Chopra,et al. Asymmetric one‐storey elastic systems with non‐linear viscous and viscoelastic dampers: Simplified analysis and supplemental damping system design , 2003 .
[20] Juan Carlos de la Llera,et al. Three-Dimensional Inelastic Response of an RC Building during the Northridge Earthquake , 2001 .
[21] Anil K. Chopra,et al. Understanding the inelastic seismic behaviour of asymmetric-plan buildings , 1995 .
[22] Anil K. Chopra,et al. Asymmetric one‐storey elastic systems with non‐linear viscous and viscoelastic dampers: Earthquake response , 2003 .
[23] Cem Demir,et al. SEISMIC RETROFIT OF INFILLED REINFORCED CONCRETE FRAMES WITH CFRP COMPOSITES , 2006 .
[24] Mohammad Reza Tabeshpour,et al. SEISMIC RETROFIT OF EXISTING STRUCTURES USING FRICTION DAMPERS , 2010 .