Control of Tensile Stress in Prestressed Concrete Members Under Service Loads

Author:

Lee Deuck Hang,Han Sun-Jin,Joo Hyo-Eun,Kim Kang SuORCID

Funder

University of Seoul

Publisher

Springer Science and Business Media LLC

Subject

Ocean Engineering,Civil and Structural Engineering

Reference30 articles.

1. ACI Committee 318. (2014). Building code requirements for structural concrete (ACI 318-14) and commentary. Farmington Hills, MI: American Concrete Institute.

2. American Association of state Highway and Transportation Officials. (2010). AASHTO LEFD bridge design specifications: Customary U.S. units (5th ed.). Washington, D.C: AASHTO.

3. Atutis, M., Valivonis, J., & Atutis, E. (2015). Analysis of serviceability limit state of GFRP prestressed concrete beams. Composite Structures, 134(15), 450–459.

4. Bentz, E.C. (2000). Sectional analysis of reinforced concrete members. Ph.D. Dissertation, University of Toronto, Ontario, Canada.

5. Collins, M. P., & Mitchell, D. (1991). Prestressed concrete structures. Englewood Cliffs, NJ: Prentice Hall.

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