TECHNICAL PAPERS
Sep 13, 2002

Seismic Testing of Two-Story Woodframe House: Influence of Wall Finish Materials

Publication: Journal of Structural Engineering
Volume 128, Issue 10

Abstract

A two-story, single-family woodframe house, designed according to current engineered code seismic design requirements, was tested on a uniaxial shake table. The main objectives of this experimental study were to determine the dynamic characteristics and the seismic performance of the test structure under various base input intensities representative of both ordinary and near-field ground motions in southern California. The structure was tested with and without interior (gypsum wall board) and exterior (stucco) wall finish materials. The test results revealed good performance of the engineered woodframe structure. Wall finish materials are usually considered in design as nonstructural elements. However, the structure incorporating wall finish materials exhibited a substantial increase in its lateral stiffness and a dramatic reduction in its seismic displacement response. Furthermore, the seismic acceleration response of the structure was only moderately increased by the presence of wall finish materials. These shake table test results provide the motivation for further studies on the evaluation of the long-term effectiveness of wall finish materials as potential structural components of lateral load-resisting systems of woodframe structures.

Get full access to this article

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

References

Applied Technology Council (ATC). (1997). “NEHRP Guidelines for the seismic rehabilitation of buildings.” Federal Emergency Management Agency Publication 273, Applied Technology Council, Washington, D.C.
Clough, R. W., and Penzien, J. (1993). Dynamic of structures, 2nd Ed., McGraw-Hill, New York.
Experimental Dynamic Investigations. (1993). U2 & V2 Manual, Vancouver, Canada.
EQE International and the Governor’s Office of Emergency Services. (1995). “The Northridge earthquake of January 17, 1994: Report of data collection and analysis.” Part A, Office of Emergency Services Sacramento, Calif., 5–18.
Filiatrault, A., Kremmidas, S., Seible, F., Clark, A. J., Nowak, R., and Thoen, B. K. (2000). “Upgrade of first generation uniaxial seismic simulation system with second generation real-time three-variable digital control system.” Proc., 12th World Conf. on Earthquake Engineering, Auckland, New Zealand, Paper No. 1674 (CD-ROM).
Fischer, D., Filiatrault, A., Folz, B., Uang, C-M., and Seible, F. (2000). “Shake table tests of a two-story house.” Structural Systems Research Rep. No. SSRP 2000/15, Dept. of Structural Engineering, Univ. of California, San Diego.
International Conference of Building Officials (ICBO). (1994). Uniform building code, Whittier, Calif.
Kircher, C., Reitherman, R., Whitman, R., and Arnold, C.(1997). “Estimation of earthquake losses to buildings.” Earthquake Spectra, 13(4), 714.
Kohara, K., and Miyazawa, K. (1998). “Full-scale shaking table test of two story wooden houses.” Proc., Int. Conf. on Timber Engineering, Montreux, Switzerland, 2, 548–555.
Krawinkler, Parisi, F., Ibarra, L., Ayoub, A., and Medina, R. (2000). “Development of a testing protocol for wood frame structures.” CUREE Publication No. W-02, Richmond, Calif.
Ohashi, Y., Sakamoto, I., and Kimura, M. (1998). “Shaking table tests of a real scale wooden house subjected to Kobe earthquake.” Proc., Int. Conf. on Timber Engineering, Montreux, Switzerland, 2, 556–563.
Perkins, J. B., Boatwright, J. and Chaqui, B. (1998). “Housing damage and resulting shelter needs: Model testing and refinement using Northridge data.” Proc., NEHRP Conf. and Workshop on Research on the Northridge California Earthquake of January 17, 1994, Richmond, Calif., I, I-1.
Seible, F., Filiatrault, A., and Uang, C-M., eds. (1999). “Proc., Invitational Workshop on Seismic Testing, Analysis and Design of Woodframe Construction.” CUREE Publication No. W-01, CUREE-Caltech Woodframe Project, Dept. of Structural Engineering, Univ. of California, San Diego.
Tanaka, Y., Ohasi, Y., and Sakamoto, I. (1998). “Shaking table test of full-scale wood-framed house.” Proc., 10th Earthquake Engineering Symposium, Yokohama, Japan, 2487–2492.
Yamaguchi, N., and Minowa, C. (1998). “Dynamic performance of wooden bearing walls by shaking table test.” Proc., Int. Conf. on Timber Engineering, Montreux, Switzerland, 2, 26–33.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 128Issue 10October 2002
Pages: 1337 - 1345

History

Received: Jun 25, 2001
Accepted: Jan 18, 2002
Published online: Sep 13, 2002
Published in print: Oct 2002

Permissions

Request permissions for this article.

Authors

Affiliations

Andre Filiatrault, M.ASCE
Professor, Dept. of Structural Engineering, Univ. of California, San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085.
David Fischer
Engineer, KPFF Consulting Engineers, 180 Pacific Ave., San Francisco, CA 94111; formerly, Graduate Student Researcher, Dept. of Structural Engineering, Univ. of California, San Diego, CA.
Bryan Folz
Visiting Associate Professor, Dept. of Structural Engineering, Univ. of California, San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085.
Chia-Ming Uang, M.ASCE
Professor, Dept. of Structural Engineering, Univ. of California, San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085.

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