Development of a building information model-guided post-earthquake building inspection framework using 3D synthetic environments

Author:

Levine Nathaniel M.,Narazaki Yasutaka,Spencer Billie F.

Publisher

Springer Science and Business Media LLC

Subject

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

Reference79 articles.

1. American Society of Civil Engineers (2014), Seismic Evaluation and Retrofit of Existing Buildings: ASCE/SEI 41-13. ASCE Standard, American Society of Civil Engineers, Reston, Virginia, USA.

2. Anagnos T, Comerio MC, Goulet C and Na H (2008), “Los Angeles Inventory of Nonductile Concrete Buildings for Analysis of Seismic Collapse Risk Hazards,” 14th World Conference on Earthquake Engineering, 8URL: http://peer.berkeley.edu/grandchallenge/wp-content/uploads/2010/09/07-0072.pdf.

3. Anagnos T, Comerio MC and Stewart JP (2016), “Earthquake Loss Estimates and Policy Implications for Nonductile Concrete Buildings in LosAngeles,” Earthquake Spectra, 32: 1951–1973. doi:https://doi.org/10.1193/060415EQS088M

4. ATC 20 (1989), Procedures for Postearthquake Safety Evaluation of Buildings, Applied Technology Council (ATC), Redwood City, CA, USA.

5. ATC 20–2 (1995), Addendum to the ATC-20 Postearthquake Building Safety Evaluation Procedures, Applied Technology Council (ATC), Red wood city, CA, USA.

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