Experimental investigation of hybrid buckling-restrained braces
暂无分享,去创建一个
[1] Young-Kyu Ju,et al. Friction between a new low-steel composite material and milled steel for SAFE Dampers , 2016 .
[2] Young-Kyu Ju,et al. Numerical and experimental analysis of combined behavior of shear-type friction damper and non-uniform strip damper for multi-level seismic protection , 2016 .
[3] Young-Kyu Ju,et al. Non-uniform steel strip dampers subjected to cyclic loadings , 2015 .
[4] Young-Kyu Ju,et al. Wind‐induced vibration control of tall buildings using hybrid buckling‐restrained braces , 2014 .
[5] Do-Hyun Kim,et al. Evaluation on Structural Performance of Hybrid Friction Damper Components I: One-nodal Rotary Frictional Component , 2014 .
[6] Young Ju Kim,et al. Cyclic Behavior of Diagrid Nodes with H-Section Braces , 2010 .
[7] Y. Ju,et al. Flexural Test of a Composite Beam Using Asymmetric Steel Section with Web Openings , 2009 .
[8] Jinkoo Kim,et al. Component tests of buckling-restrained braces with unconstrained length , 2009 .
[9] Young-Kyu Ju,et al. Strength evaluation of beam–column connection in the weak axis of H-shaped column , 2008 .
[10] Michael Willford,et al. The damped outrigger concept for tall buildings , 2007 .
[11] Arnaud Deraemaeker. Dynamics of structures , 1990 .
[12] Sang Dae Kim,et al. Experimental Study on the Vibration Control Capacity of Hybrid Buckling-Restrained Braces , 2009 .
[13] Young-Kyu Ju,et al. Structural behaviour of water sloshing damper with embossments subject to random excitation , 2004 .