A general equation for estimation of time-dependent prestress losses in prestressed concrete members

Author:

Wang WeinanORCID,Gong Jinxin,Wu Xingyi,Wang Xingchao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference53 articles.

1. Post-Tensioning Institute (PTI). Post-tensioning manual, 6th ed. PTI TAB. 1-06. Farmington Hills, MI, USA: PTI; 2006.

2. International Federation for Structural Concrete (fib). Nuclear containments. fib Bulletin 13. Paris, France: fib; 2001. https://doi.org/10.35789/fib.bull.0013.

3. Containment structures of U.S. nuclear power plants—background, regulations, codes and Standards, and other considerations;Ashar,2013

4. French Association for Design, Construction and In-Service Inspection Rules for Nuclear Island Components (AFCEN). Rules for design and construction of PWR nuclear civil works. RCC-CW 2015. Courbevoie, France: AFCEN; 2015.

5. American Society of Mechanical Engineering (ASME). Rules for construction nuclear facility components III, code for concrete containments division 2. ACI 359-13. New York, NY, USA: ASME; 2013.

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