Technical Paper
Feb 3, 2016

Estimating Residual Seismic Displacements for Bilinear Oscillators

Publication: Practice Periodical on Structural Design and Construction
Volume 21, Issue 2

Abstract

An important consideration in the design of structures for seismic effects is residual displacement. However, few design specifications have residual displacement criteria. As performance-based design gains popularity, the need arises to estimate residual displacements in structures from strong ground shaking. A total of 16,896 nonlinear analyses of single-degree-of-freedom bilinear oscillators were performed to estimate residual displacement ratios. Comparisons were made to previously developed models for estimating residual displacement demand.

Get full access to this article

View all available purchase options and get full access to this article.

References

AASHTO. (2010). Guide specification for seismic isolation design. Washington, DC.
Ambraseys, N., Smit, P., Sigbjornsson, R., Suhadolc, P., and Margaris, B. (2002). The European Strong Motion Database. 〈http://www.isesd.hi.is/ESD_Local/frameset.htm〉 (Dec. 24, 2015).
Applied Technology Council. (2012). FEMA P-58-1: Seismic performance assessment of buildings—Volume 1, methodology. FEMA, Redwood City, CA.
Charney, F. A. (2008). “Unintended consequences of modeling damping in structures.” J. Struct. Eng., 581–592.
Christopoulos, C., Pampanin, S., and Priestley, M. J. (2004). “Seismic design and response of buildings including residual deformations.” 13th World Conf. on Earthquake Engineering, 13WCEE Secretariat, Vancouver, BC, Canada, 1–15.
COSMOS (Consortium of Organizations for Strong Motion Observation Systems). (2015). Strong-Motion Virtual Data Center. 〈http://www.strongmotioncenter.org/vdc/scripts/default.plx〉 (Dec. 24, 2015).
Deierlein, G. (2004). “Overview of a comprehensive framework for earthquake performance assessment.” Performance-Based Seismic Design Concepts and Implementation—Proceedings of an International Workshop, P. Fajfar and H. Krawinkler, eds., Pacific Earthquake Engineering Research Center, Berkeley, CA, 15–26.
Fardis, M. N., and Pinto, P. E. (2007). “Guidelines for displacement-based design of buildings and bridges.” LESSLOSS Rep. No. 2007/05, LESSLOSS—Risk mitigation for earthquakes and landslides, IUSS Press, Pavia, Italy.
JRA (Japan Road Association). (2002). Design specifications of highway bridges, Part V seismic design, Tokyo.
NEHRP Consultants Joint Venture. (2011). “Selecting and scaling earthquake ground motions.” NIST GCR 11-917-15, NIST, Gaithersburg, MD.
PEER (Pacific Earthquake Engineering Research Center). (2011). PEER ground motion database. 〈http://peer.berkeley.edu/peer_ground_motion_database〉 (Jul. 9, 2013).
PEER (Pacific Earthquake Engineering Research Center). (2014). PEER ground motion database. 〈http://ngawest2.berkeley.edu/〉 (Nov. 21, 2015).
Priestley, M. J., and Grant, D. N. (2005). “Viscous damping in seismic design and analysis.” J. Earthquake Eng., 9(2), 229–255.
Ruiz-Garcia, J., and Miranda, E. (2005). “Performance-based assessment of existing structures accounting for residual displacements.” Blume Earthquake Engineering Center, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA.
SeismoSignal v 5.1.0 [Computer software]. Earthquake Engineering Software Solutions 〈http://seismosoft.com/seismosignal〉 (Nov. 21, 2015).
Towhata, I. (2008). Geotechnical earthquake engineering. Springer, Berlin.
USGS and California Geological Survey. (2011). Center for Engineering strong motion data. 〈http://strongmotioncenter.org〉 (Dec. 21, 2011).
Yazgan, U. (2010). The use of post-earthquake residual displacements as a performance indicator in seismic assessment. Swiss Federal Institute of Technology, Institute of Structural Engineering, Zurich, Switzerland.

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 21Issue 2May 2016

History

Received: Oct 1, 2015
Accepted: Nov 23, 2015
Published online: Feb 3, 2016
Published in print: May 1, 2016
Discussion open until: Jul 3, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Tim Huff
Civil Engineering Manager, Tennessee DOT, 505 Deaderick St., Suite 1100, Nashville, TN 37243. E-mail: [email protected]; [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share