Performance Quantification of Tall Steel Braced Frame Buildings Using Rupture-To-Rafters Simulations

Author:

Mourhatch Ramses1,Krishnan Swaminathan2

Affiliation:

1. Mechanical Systems Engineering, Fabrication and Test Division (Div. 35), NASA Jet Propulsion Laboratory, Pasadena, California, USA

2. Department of Civil and Environmental Engineering, Manhattan College, New York City, New York, USA

Funder

US National Science Foundation

Publisher

Informa UK Limited

Subject

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

Reference51 articles.

1. Century-long average time intervals between earthquake ruptures of the San Andreas fault in the Carrizo Plain, California

2. Anderson, J., and F. Filippou 1995. Dynamic response analysis of the 17-story Canoga building. Technical Report: Analytical and Field Investigations of Buildings Affected by the Northridge Earthquake of January 17, 1994. SAC 95-04 Part 2 (revised). 12.1–12.53, SAC joint Venture, Sacramento, California, December.

3. ATC-63. 2013. ATC-63 FEMA P-695 quantification of building seismic performance factors. https://www.fema.gov/media-library-data/20130726-1716-25045-9655/fema_p695.pdf

4. Björnsson, A. B. 2014. A retrofitting framework for pre-Northridge steel moment-frame buildings. Ph. D. thesis, California Institute of Technology.

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