Seismic performance behavior of beam-column connections in prestressed concrete bridges-Reference-Cited by-同舟云学术

Seismic performance behavior of beam-column connections in prestressed concrete bridges

Published:1998-07 Issue:6 Volume:31 Page:411-417
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mat. Struct.

Author:

Mo Y. L.,Tsai S. P.,Lee I. S.

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/BF02480715.pdf

Reference14 articles.

1. Paulay, T., ‘Equilibrium criteria for reinforced concrete beam-column joints’,ACI Structural Journal 86 (6) (1989) 635–643.

2. Guimaraes, G.N., Kreger, M.E. and Jirsa, J.O., ‘Evaluation of joint-shear provisions for interior beam-column-slab connections using high-strength materials’,Ibid. 89 (1) (1992) 89–98.

3. Raffaelle, G.S. and Wight, J.K., “Reinforced concrete eccentric beam-column connections subjected to earthquake-type loading’,Ibid. 92 (1) (1995) 45–55.

4. Cheok, G.S. and Lew, H.S., ‘Performance of precast concrete beam-to-column connections subject to cyclic loading’,PCI Journal 36 (3) (1991) 56–67.

5. Cheok, G.S. and Lew, H.S., ‘Model precast concrete beam-to-column connections subject to cyclic loading’,Ibid. 38 (4) (1993) 80–92.

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