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1
Nonlinear, seismic response spectra of smart sliding isolated structures with independently variable MR dampers and variable stiffness SA/VS system
Nonlinear, seismic response spectra of smart sliding isolated structures with independently variable MR dampers and variable stiffness SA/VS system
Satish Nagarajaiah., | 국제구조공학회(TECNO-PRESS) | 2006 ,
2
Buffeting response control of a long span cable-stayed bridge during contrustion using semi-active tuned liquid column dampers
Buffeting response control of a long span cable-stayed bridge during contrustion using semi-active tuned liquid column dampers
K. M. Shum., | 국제구조공학회 | 2006 ,
3
Tuned liquid column dampers with adaptive tuning capacity for structural vibration control
Tuned liquid column dampers with adaptive tuning capacity for structural vibration control
K. M.Shum, Y. L. Xu, | 국제구조공학회(TECNO-PRESS) | 2005 ,
4
Analytical and Experimental Research on Wind - Induced Vibration In High - Rise Buildings With Tuned Liquid Column Dampers
Analytical and Experimental Research on Wind - Induced Vibration In High - Rise Buildings With Tuned Liquid Column Dampers
Ming-Yi Liu, Wei-Jing Chiang, Chia-Ren Chu and Sh, | 국제구조공학회 | 2003 ,
5
Tuned Mass Dampers For Torsionally Coupled Systems
Tuned Mass Dampers For Torsionally Coupled Systems
A.P.Pansare and R.S.Jangid (India), | 국제구조공학회 | 2003 ,
6
On The Use of Tuned Mass Dampers To Suppress Vortex Shedding Induced Vibrations
On The Use of Tuned Mass Dampers To Suppress Vortex Shedding Induced Vibrations
Einar Strommen and Erik Hjorth-Hansen(Norway), | 국제구조공학회 | 2001 ,
7
Inelastic Seismic Response of Adjacent Buildings Linked by Fluid Dampers
Inelastic Seismic Response of Adjacent Buildings Linked by Fluid Dampers
Y.L.Xu, Z.Yang and X.L.Lu (China), | 국제구조공학회 | 2003 ,
8
Nonlinear Control of a 20-Story Steel building With Active Piezoelectric Friction Dampers
Nonlinear Control of a 20-Story Steel building With Active Piezoelectric Friction Dampers
Chaoqiang Chen and Genda Chen (U.S.A.), | 국제구조공학회 | 2002 ,
9
Use of Semi-Active Tuned Mass Dampers For Vibration Control of Force-Excited Structures
Use of Semi-Active Tuned Mass Dampers For Vibration Control of Force-Excited Structures
Mehdi Setareh (U.S.A.), | 국제구조공학회 | 2001 ,
10
Shaking Table Study of a 2/5 Scale Steel Frame With New Viscoelastic Dampers
Shaking Table Study of a 2/5 Scale Steel Frame With New Viscoelastic Dampers
K.C. Chang, M.H. Tsai (R.O.C) and M.L. Lai (U.S.A, | 국제구조공학회 | 2001 ,
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