Quantitative damage evaluation of prestressed concrete containments with steel fiber strengthening under internal pressure-Reference-Cited by-同舟云学术

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Quantitative damage evaluation of prestressed concrete containments with steel fiber strengthening under internal pressure

Published:2023-03 Issue: Volume:278 Page:115494
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zheng Zhi,Su Chunyang,Pan Xiaolan,Sun Ye,Yuan Wei,Wang Wentao

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Shanxi Province Natural Science Foundation

Shanxi Province Science Foundation for Youths

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference52 articles.

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2. Gauntt RO, Kalinich DA, Cardoni JN, Phillips J, Goldmann AS, Pickering SY, et al.Fukushima Daiichi accident study: status as of April 2012(No. SAND2012-6173). Sandia National Laboratories (SNL), Albuquerque, NM, and Livermore, CA (United States); 2012.

3. Research activities on nuclear reactor physics and thermal-hydraulics in Japan after Fukushima-Daiichi accident;Miwa;J Nucl Sci Technol,2018

4. A simplified fragility analysis methodology for containment structure subjected to overpressure condition;Jin;Int J Press Vessel Pip,2020

5. Analysis of the mock-up of a reactor containment building: Comparison with experimental results;Jiménez;Nucl Eng Des,2020

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