A ground motion selection procedure for enforcing hazard consistency and estimating seismic demand hazard curves. (19th June 2015)

• Record Type: Journal Article
• Authors: Kwong, N. Simon; Chopra, Anil K.; McGuire, Robin K.
• Is Part Of: Earthquake engineering and structural dynamics. Volume 44:Number 14(2015:Nov.)
• Page Start: 2467
• Page End: 2487
• Publication Date: 2015-06-19
• Subjects: Structural dynamics -- Periodicals; Earthquake engineering -- Periodicals; 624.1762
• DOI: 10.1002/eqe.2593
• Languages: English
• ISSNs: 0098-8847

Abstract

<abstract abstract-type="main" id="eqe2593-abs-0001"> <title>Summary</title> <p id="eqe2593-para-0001">This paper develops a procedure to select unscaled ground motions for estimating seismic demand hazard curves (SDHCs) in performance‐based earthquake engineering. Currently, SDHCs are estimated from a probabilistic seismic demand analysis, where several ensembles of ground motions are selected and scaled to a user‐specified scalar conditioning intensity measure (IM). In contrast, the procedure developed herein provides a way to select a single ensemble of unscaled ground motions for estimating the SDHC. In the context of unscaled motions, the proposed procedure requires three inputs: (i) database of unscaled ground motions, (ii) <bold>I</bold><bold>M</bold>, the vector of IMs for selecting ground motions, and (iii) sample size, <italic>n</italic>; in the context of scaled motions, two additional inputs are needed: (i) a maximum acceptable scale factor, <italic>S</italic><italic>F</italic><sub><italic>m</italic><italic>a</italic><italic>x</italic></sub>, and (ii) a target fraction of scaled ground motions, <italic>γ</italic>. Using a recently developed approach for evaluating ground motion selection and modification procedures, the proposed procedure is evaluated for a variety of inputs and is demonstrated to provide accurate estimates of the SDHC when the vector of IMs chosen to select ground motions is sufficient for the response quantity of interest. Copyright © 2015 John Wiley & Sons, Ltd.</p> </abstract>