Improving seismic performance of framed structures with steel curved dampers
暂无分享,去创建一个
[1] Dimitrios G. Lignos,et al. Fragility functions for pre-Northridge welded steel moment-resisting beam-to-column connections , 2012 .
[2] H.-L. Hsu,et al. Seismic performance of steel frames with controlled buckling mechanisms in knee braces , 2015 .
[3] Roberto T. Leon,et al. Vibration analysis of steel frames with semi-rigid connections on an elastic foundation , 2008 .
[4] Amir Saedi Daryan,et al. Cyclic behavior of bolted connections with different arrangement of bolts , 2011 .
[5] Cheol-Ho Lee,et al. Seismic design of reduced beam section steel moment connections with bolted web attachment , 2007 .
[6] Bo Yang,et al. Robustness of bolted-angle connections against progressive collapse: Mechanical modelling of bolted-angle connections under tension , 2013 .
[7] Mehdi Ghassemieh,et al. Energy dissipation characteristics of semi-rigid connections , 2009 .
[8] Sang-Hoon Oh,et al. Seismic performance of steel structures with slit dampers , 2009 .
[9] Frans S.K. Bijlaard,et al. Experimental behaviour of high strength steel end-plate connections , 2007 .
[10] X. Cahís,et al. A new modular buckling restrained brace for seismic resistant buildings , 2013 .
[11] Jin-Ho Kim,et al. Effects of Panel Zone Strength and Beam Web Connection Method on Seismic Performance of Reduced Beam Section Steel Moment Connections , 2005 .
[12] Subhash C. Goel,et al. Performance-based design and collapse evaluation of Buckling Restrained Knee Braced Truss Moment Frames , 2014 .
[13] Adrian Ciutina,et al. Seismic behaviour of steel beam-to-column joints with column web stiffening , 2006 .
[14] Jinkoo Kim,et al. Design of steel moment frames considering progressive collapse , 2008 .
[15] Osman E. Ozbulut,et al. A superelastic viscous damper for enhanced seismic performance of steel moment frames , 2015 .
[16] Vitelmo V. Bertero,et al. Cover-Plate and Flange-Plate Steel Moment-Resisting Connections , 2002 .
[17] Dawn E. Lehman,et al. Improved Seismic Performance of Gusset Plate Connections , 2008 .
[18] Durgesh C. Rai,et al. Seismic testing of steel braced frames with aluminum shear yielding dampers , 2013 .
[19] Raffaele Pucinotti. Cyclic mechanical model of semirigid top and seat and double web angle connections , 2006 .
[20] Seyed Roohollah Mousavi,et al. Seismic assessment of steel frames with triangular-plate added damping and stiffness devices , 2016 .
[21] Lin Sun,et al. Experimental research and cyclic behavior of buckling-restrained braced composite frame , 2014 .
[22] K. M. Abdalla,et al. Experimental investigation of force-distribution in high-strength bolts in extended end-plate connections , 2007 .
[23] Hamid Rahmani Samani,et al. Experimental and numerical study of a new adjustable frictional damper , 2015 .
[24] Dawn E. Lehman,et al. Influence of connection design parameters on the seismic performance of braced frames , 2008 .
[25] Tomaso Trombetti,et al. Crescent shaped braces for the seismic design of building structures , 2015 .
[26] Tomaso Trombetti,et al. Multi-performance seismic design through an enhanced first-storey isolation system , 2013 .
[27] Dan Dubina,et al. Behaviour of welded connections of moment resisting frames beam-to-column joints , 2002 .
[28] Masayoshi Nakashima,et al. Bolted beam-to-column connections for built-up columns constructed of H-SA700 steel , 2014 .
[29] Yanglin Gong. Ultimate tensile deformation and strength capacities of bolted-angle connections , 2014 .
[30] Amadeo Benavent-Climent,et al. A brace-type seismic damper based on yielding the walls of hollow structural sections , 2010 .
[31] Piotr D. Moncarz,et al. Earthquake failures of welded building connections , 2001 .
[32] Keh-Chyuan Tsai,et al. Seismic rehabilitation performance of steel side plate moment connections , 2009 .
[33] Hiroshi Tagawa,et al. Seismic performance of steel structures with seesaw energy dissipation system using fluid viscous dampers , 2013 .
[34] Tae-Sup Moon,et al. Momentrotation model of semi-rigid connections with angles , 2002 .