Technical Papers
May 23, 2014

Effects of Earthquake Ground Motion Selection and Scaling Method on Performance-Based Engineering of Wood-Frame Structures

Publication: Journal of Structural Engineering
Volume 140, Issue 11

Abstract

This paper examines the effects of procedures for both ground motion record selection and scaling on performance-based engineering tools underlying emerging seismic design procedures for engineered wood-frame structures. Specifically, the effects of record selection and scaling on the distribution of peak interstory drift and seismic fragilities are investigated analytically considering three midrise archetype structures that were considered as part of two seismic performance projects. The results provide important information on the sensitivity of response distributions and fragilities to choices of record selection and scaling procedures that can inform evolving performance-based engineering procedures for both seismic design and assessment of wood-frame structures.

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 140Issue 11November 2014

History

Received: Jun 24, 2013
Accepted: Nov 26, 2013
Published online: May 23, 2014
Discussion open until: Oct 23, 2014
Published in print: Nov 1, 2014

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Authors

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A.M.ASCE
Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, 110 8th St., Troy, NY 12180 (corresponding author). E-mail: [email protected]
David V. Rosowsky [email protected]
F.ASCE
Provost and Senior Vice President, Univ. of Vermont, 85 South Prospect St., Burlington, VT 05405. E-mail: [email protected]

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