Seismic resilience analysis of a retrofit-required bridge considering moment-based system reliability

Author:

ChienKuo Chiu1,Eiki Yamaguchi2,Santoso Daniel1

Affiliation:

1. Department of Civil and Construction Engineering, National Taiwan University of Science and Technology, Taipei, Taiwan

2. Department of Civil Engineering, Kyushu Institute of Technology, Kitakyushu, Japan

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference23 articles.

1. Toward life-cycle reliability-, risk- and resilience-based design and assessment of bridges and bridge networks under independent and interacting hazards: emphasis on earthquake, tsunami and corrosion

2. American Concrete Institute Committee 341. (2016). Report on the seismic design of bridge columns based on drift (Report no. ACI 341.4R-16). Farmington Hills, MI: American Concrete Institute (US).

3. American Concrete Institute Committee 364. (2007). Guidance for evaluation of concrete structures before rehabilitation (Report no. ACI 364.1R-07). Farmington Hills, MI: American Concrete Institute (US).

4. American Concrete Institute Committee 437. (2003). Strength evaluation of existing concrete buildings (Report no. ACI 437R-03). Farmington Hills, MI: American Concrete Institute (US).

5. Applied Technology Council. (1996). Seismic evaluation and retrofit of concrete buildings (Report no. ATC-40, Vols. 1 and 2). Redwood city, CA: Applied Technology Council (US).

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