Validation of the SCEC Broadband Platform simulations for tall building risk assessments considering spectral shape and duration of the ground motion

Author:

Bijelić Nenad1ORCID,Lin Ting2,Deierlein Greg G.1

Affiliation:

1. Department of Civil and Environmental Engineering; Stanford University; 450 Serra Mall Stanford CA 94305 USA

2. Department of Civil, Construction and Environmental Engineering; Marquette University; 1515 W. Wisconsin Ave. Milwaukee WI 53233 USA

Funder

Fulbright S&T Program

John A. Blume Earthquake Engineering Center, Stanford University

Shah Family Fellowship

Southern California Earthquake Center

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference59 articles.

1. NIST, NEHRP Selecting and scaling earthquake ground motions for performing response-history analyses Gaithersburg, Maryland 2011

2. The seismic demand hazard and importance of the conditioning intensity measure;Bradley;Earthq Eng Struct Dyn,2012

3. Spectral shape, epsilon and record selection;Baker;Earthq Eng Struct Dyn,2006

4. Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions;Luco;Earthq Spectra,2007

5. Conditional mean spectrum: tool for ground-motion selection;Baker;J Struct Eng,2011

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