Flexural Behavior of Post-tensioned Lightweight Concrete Continuous One-Way Slabs

Author:

Yang Keun-Hyeok,Lee YongjeiORCID,Joo Dae-Bong

Publisher

Springer Science and Business Media LLC

Subject

Ocean Engineering,Civil and Structural Engineering

Reference27 articles.

1. AASHTO. (1998). AASHTO LRFD Bridge Design Specifications. Washington D.C: American Association of State Highway and Transportation officials.

2. ACI Committee 318. (2011). Building code requirements for structural concrete (ACI 318-11) and commentary (ACI 318R-11). Farmington Hills, MI: American Concrete Institute.

3. ASTM A 416. (1996). Standard specification for steel strand, uncoated seven-wire for prestressed concrete. West Conshohocken: American Society for Testing and Materials.

4. Au, F. T. K., & Du, J. S. (2004). Prediction of ultimate stress in unbonded prestressed tendons. Magazine of Concrete Research, 56(1), 1–11.

5. Burns, N. H., Charney, F. A., & Vine, W. R. (1978). Tests of one-way post-tensioned slabs with unbonded tendons. PCI Journal, pp. 66–81.

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