Optimal distribution of the cable tensions and structural vibration control of the cable-cabin flexible structure

Structural Engineering and Mechanics

Volumn 14, Issue 1, 2002, Pages 39-56

  Qiu, Y Y ^a   Duan, B Y ^a   Wei, Q ^a   Nan, R D ^a   Peng, B ^a  

^a XIDIAN UNIVERSITY   (China)

Author keywords

Cable cabin structure; Large radio telescope; Nonlinear analysis; Optimization; Passive structural control; Wind induced vibration

Indexed keywords

CABLES; COMPUTER SIMULATION; FLEXIBLE STRUCTURES; FREQUENCY DOMAIN ANALYSIS; OPTIMIZATION; RADIO TELESCOPES; TENSILE STRESS; TIME DOMAIN ANALYSIS; VIBRATION CONTROL; WIND EFFECTS;

CABLE-CABIN STRUCTURE; PASSIVE STRUCTURAL CONTROL; WIND INDUCED VIBRATION;

STRUCTURAL DESIGN;

EID: 0036642469     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2002.14.1.039     Document Type: Article

References (8)

1. A new design project of the line feed structure for large spherical radio telescope and its nonlinear dynamic analysis
2. Integrated design with mechanical, electronic and optical technologies for the new generation large spherical radio telescope
3. China hopes to move FAST on largest telescope
4. Optimal design of wind-induced vibration control of tall buildings and high-rise structures
5. Application of Stewart platform in the next generation large radio telescope
6. Effect of cable stiffness on a cable-stayed bridge
7. Simulation of wind loading