Estimation of nonstructural stiffness in instrumented steel frames

Author:

Falborski Tomasz,Kanvinde Amit

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference46 articles.

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2. FEMA. Quantification of building seismic performance factors. Technical Report No. FEMA-P695. Washington, DC: Federal Emergency Management Agency; 2009.

3. Deierlein GG, Krawinkler H, Cornell CA. A framework for performance-based earthquake engineering. In: Proceedings of the 7th Pacific Conference on Earthquake Engineering, Christchurch, New Zealand; 2003.

4. NIST. Nonlinear Structural Analysis For Seismic Design. NEHRP Seismic Design Technical Brief No. 4 (NIST GCR 10-917-5). Prepared by the National Earthquake Hazards Reduction Program Consultants Joint Venture for the National Institute of Standards and Technology, Gaithersburg, MD; 2010.

5. NIST. Guidelines for Nonlinear Structural Analysis for Design of Buildings, Part I – General. Report No. NIST GCR 17-917-46v1. Prepared by the National Earthquake Hazards Reduction Program Consultants Joint Venture for the National Institute of Standards and Technology, Gaithersburg, MD; 2017.

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