The assessment of performance of damaged RC components based on material damage distribution model by fiber-based damage index

Author:

Ma JuntaoORCID,Wang GuoxinORCID,Sun Weijian

Funder

Key Research and Development Program of China

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference57 articles.

1. Atalay MB, Penzien J (1975) The seismic behavior of critical regions of reinforced concrete components as influenced by moment, shear and axial force, Report No. EERC 75–19, University of California, Berkeley, December 226.

2. Anagnostopoulos SA, Petrovski J, Bouwkamp JG (1989) Emergency earthquake damage and usability assessment of buildings. Earthq Spectra 5(3):461–476. https://doi.org/10.1193/1.1585535

3. ATC (1995a) ATC-20 Procedures for Post-earthquake building safety evaluation procedures. Redwood, CA: Applied Technology Council.

4. ATC (1995b) ATC-20–2, Addendum to the ATC-20 postearthquake building safety evaluation procedures. Redwood, CA.

5. Amadio C, Fragiacomo M, Rajgelj S (2003) The effects of repeated earthquake ground motionson the non-linear response of SDOF systems. Earthq Eng Struct D 32:291–308. https://doi.org/10.1002/eqe.225

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