Numerical and Experimental Study on Anti-slipping Performance of Cable Clamp for Two-Way Orthogonal Full Locked Coil Cables

Author:

Luo Bin,Ruan YangjieORCID,Li Jinfei,Ding Mingmin,Wang Haibin

Funder

National Natural Science Foundation of China

National Key Technology R&D Program of China

Priority Academic Program Development of Jiangsu Higher Education Institutions

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference20 articles.

1. ASCE/SEI 19-10. (1997). Structural applications of steel cables for buildings. Reston: American Society of Civil Engineers.

2. Bowden, F. P., Tabor, D., & Palmer, F. (1951). The friction and lubrication of solids. American Journal of Physics,19(7), 428–429.

3. BS EN 1993-1-11. (2006). Design of steel structures part 1.11—Design of structures with tension components. Brussels: European Committee for Standardisation.

4. Castro-Fresno, D., Del Coz Diaz, J. J., Alonso Martinez, M., Blanco-Fernandez, E., & Polanco Madrazo, J. A. (2012). Numerical and experimental study of a new type of clip for joining cables. Engineering Structures,44, 107–121.

5. Chen, Y., Feng, J., & Sheng, P. (2013). Anti-sliding performance of cable clips of inner concave cable arches in the New Guangzhou Railway Station. Journal of Building Structures,34(05), 27–32. (in Chinese).

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