Experimental and numerical investigation on the behaviour of prestressed high strength concrete pile-to-pile cap connections

Author:

Yang Zhijian,Wang Wenjin

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference31 articles.

1. Caiza-Sánchez, P., Andrawes, B., and LaFave, J. (2012). “Analytical modeling and damage assessment of shallow embedment pile-deck connections.” Advances in Structural Engineering, Vol. 15, No. 10, 1673–1688, DOI: 10.1260/1369-4332.15.10.1673.

2. Filippou, F. C., Popov, E. P., and Bertero, V. V. (1983). Effects of bond deterioration on hysteretic behaviour of reinforced concrete joints, Report EERC 83-19, Earthquake Engineering Research Center, University of California, Berkeley.

3. Fuziol, J. D. (2009). Numerical modeling of the seismic performance of prestressed pile to cast in place pile cap connections with plain embedment. M.S. thesis, University of South Carolina.

4. Harries, K. A. and Petrou. M. F. (2001). “Behaviour of precast, prestressed concrete pile to cast-in-place pile cap connections.” PCI Journal, Vol. 46, No. 4, pp. 82–93.

5. JGJ101-96 (1997). Specification for test methods of seismic buildings, Beijing: Architecture Industrial Press of China.

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