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1
Stiffness anddamping in mechanicaldesign
Stiffness anddamping in mechanicaldesign
Rivin, Eugene I., 530.24-R625s | Marcel Dekker | 1999 530.24-R625s,
2
Numerical Method for a Linear Array of Damped Driven Oscillators
Numerical Method for a Linear Array of Damped Driven Oscillators
S. Cho., | 한국물리학회 | 2006 ,
3
Optimal Design of Nonlinear Squeeze Film Damper Using Hybrid Global Optimization Technique
Optimal Design of Nonlinear Squeeze Film Damper Using Hybrid Global Optimization Technique
Young Kong Ahn., | 대한기계학회 | 2006 ,
4
The Vibration Performance Experiment of Tuned Liquid Damper and Tuned Liquid Column Damper
The Vibration Performance Experiment of Tuned Liquid Damper and Tuned Liquid Column Damper
Young-Moon Kim, | 대한기계학회 | 2006 ,
5
Wave Damping Analysis in a Porous Seabed
Wave Damping Analysis in a Porous Seabed
Nam Hyeong Kim., | 대한토목학회 | 2006 ,
6
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 ,
7
Experimental study on tuned liquid damper performance in reducing the seismic response of structures including soil-structure interaction effect
Experimental study on tuned liquid damper performance in reducing the seismic response of structures including soil-structure interaction effect
Menglin Lou., | 국제구조공학회(TECNO-PRESS) | 2006 ,
8
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 ,
9
Tuned Mass Damper(TMD)를 이용한 구조물의 Linear Quadratic Gaussian(LQG) 하이브리드 진동제어
Tuned Mass Damper(TMD)를 이용한 구조물의 Linear Quadratic Gaussian(LQG) 하이브리드 진동제어
이진호, | 한국구조물진단학회 | 2006 ,
10
Passive viscoelastic damping systems for buildings
Passive viscoelastic damping systems for buildings
Cho Kang-Pyo, 531.16-C545p-TD | Colorado state university | 1998 531.16-C545p-TD,
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