Longitudinal Vibration and Its Suppression of a Railway Cable-Stayed Bridge Under Vehicular Loads
暂无分享,去创建一个
[1] Fuheng Yang,et al. DYNAMIC RESPONSE OF CABLE-STAYED BRIDGES UNDER MOVING LOADS , 1998 .
[2] Yeong-Bin Yang,et al. Vibration of simple beams due to trains moving at high speeds , 1997 .
[3] Shizhong Qiang,et al. Dynamic Response of Railway Vehicles Running on Long-Span Cable-Stayed Bridge Under Uniform Seismic Excitations , 2016 .
[4] Yeong-Bin Yang,et al. Vibration reduction for cable-stayed bridges traveled by high-speed trains , 2004 .
[5] Cole C. McDaniel,et al. Influence of Dampers on Seismic Response of Cable-Supported Bridge Towers , 2007 .
[6] Y. K. Cheung,et al. Impact study of cable-stayed railway bridges with random rail irregularities , 2002 .
[7] Kyu-Sik Park,et al. Hybrid control systems for seismic protection of a phase II benchmark cable-stayed bridge , 2003 .
[8] Bin Yan,et al. Longitudinal forces of continuously welded track on high-speed railway cable-stayed bridge considering impact of adjacent bridges , 2012 .
[9] Mubiao Su,et al. THE RESONANT VIBRATION FOR A SIMPLY SUPPORTED GIRDER BRIDGE UNDER HIGH-SPEED TRAINS , 1999 .
[10] Domenico Bruno,et al. Dynamic impact analysis of long span cable-stayed bridges under moving loads , 2008 .
[11] Y. K. Cheung,et al. IMPACT STUDY OF CABLE-STAYED BRIDGE UNDER RAILWAY TRAFFIC USING VARIOUS MODELS , 2001 .
[12] Kyu-Sik Park,et al. HYBRID CONTROL STRATEGY FOR SEISMIC PROTECTION OF BENCHMARK CABLE-STAYE BRIDGE , 2002 .
[13] Nan Zhang,et al. Analysis of resonance mechanism and conditions of train-bridge system , 2006 .
[14] Dongzhou Huang,et al. Cable‐Stayed Bridge Vibration due to Road Surface Roughness , 1992 .
[15] Di Wu,et al. Dynamic Impact Analysis of Double-Tower Cable-Stayed Maglev Bridges Using a Simple Model , 2014 .
[16] Ton-Lo Wang,et al. Impact analysis of cable-stayed bridges , 1992 .
[17] Yong-Lin Pi,et al. Active/Robust Control of Longitudinal Vibration Response of Floating-type Cable-stayed Bridge Induced by Train Braking and Vertical Moving Loads , 2010 .
[18] Nan Hu,et al. Recent development of design and construction of medium and long span high-speed railway bridges in China , 2014 .
[19] Jing-Zhou Zhang,et al. Loading-history-based track–bridge interaction analysis with experimental fastener resistance , 2015 .
[20] Yeong-Bin Yang,et al. FREQUENCY VARIATION IN VEHICLE–BRIDGE INTERACTION SYSTEMS , 2013 .
[21] R. S. Jangid,et al. Passive hybrid systems for earthquake protection of cable-stayed bridge , 2007 .
[22] Francis T.K. Au,et al. Effects of random road surface roughness and long-term deflection of prestressed concrete girder and cable-stayed bridges on impact due to moving vehicles , 2001 .