Seismic behavior of post-tensioned precast wide U beam–column interior joint: a finite element study

Author:

Bohara Rajendra Prasad,Tanapornraweekit Ganchai,Tangtermsirikul Somnuk

Funder

Sirindhorn International Institute of Technology, Thammasat University

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference34 articles.

1. Abdel-Fattah, B., & Wight, J. K. (1987). Study of moving beam plastic hinging zones for earthquake-resistant design of reinforced concrete buildings. ACI Structural Journal, 84(1), 31–39.

2. Abdouka, K., & Goldsworthy, H. (2002). Shear force–unbalanced moment transfer at R/C exterior wide band beam connections. Australian Journal of Structural Engineering, 4(2), 75–93.

3. ACI 318-11. (2011). Building code rfor structural concrete. Detroit, MI: American Concrete Institute.

4. ACI Innovation Task Group 1 and collaborators. (2001). Acceptance criteria for moment frames based on structural testing (T1.1R- 01). Detroit, MI: American Concrete Institute.

5. AS3600. (2009). Concrete structures. Sydney: Standards Australia.

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