Analysis of Mechanical Characteristics of Steel-Concrete Composite Flat Link Slab on Simply-Supported Beam Bridge

Author:

Wang Chengquan,Shen Yonggang,Zou Yun,Zhuang Yizhou,Li Tianqi

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference27 articles.

1. Alampalli, S. and Yannotti, A. P. (1998). “In-service performance of integral bridges and jointless decks.” Transportation Research Record. No. 1624, pp. 1–7.

2. Attanayake, U. B., Ulku, A. E., and Aktan, H. M. (2008). “Structural system durability through jointless bridge decks.” Proc. The 4th International IABMAS Conference, Seoul, Korea, p. 239.

3. Au, A., Lam, C., Au, J., and Tharmabala, B. (2013). “Eliminating deck joints using debonded link slabs: Research and field tests in Ontario.” Journal of Bridge Engineering, Vol. 18, No. 8, pp. 768–778, DOI: 10.1061/(ASCE)BE.1943-5592.0000417.

4. Badie, S. S., Tadros, M. K., and Pedersen, K. E. (2001). “Re-examination of I-girder/pier connection in jointless bridges.” PCI Journal, Vol. 46, No. 2, pp. 62–74, DOI: 10.15554/pcij.03012001.62.74.

5. El-Safty, A. (2008). “Extending the service life of bridges using CFRP laminates and continuous decks.” PCI Journal, Vol. 53, No. 6, DOI: 10.1061/41016(314)23.

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