Small‐Scale Model Tests of Structural Steel Assemblies
Publication: Journal of Structural Engineering
Volume 115, Issue 8
Abstract
Replica models of three beam‐column assemblies and a six‐story braced frame specimen were constructed at a scale of 1:12.5. These models were then tested using the same displacement histories as corresponding prototype tests. A comparison of the model and prototype test results indicates that small‐scale models can be used to predict global elastic and inelastic behavior of structures very well. Localized failure modes were simulated with less accuracy, with the model specimens generally exhibiting slower deterioration in strength and stiffness than the prototype. General conclusions about the behavior of dual steel structural systems with chevron braces are given. Conclusions are drawn on the feasibilities and limitations of small‐scale testing in earthquake engineering.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
B.R.I. Steel Group. (1984). “An interim report on phase 1 test results,” presented at Fifth U.S.‐Japan Joint Tech. Coordinating Committee Meeting, Tsukuba, Japan.
2.
Foutch, D. A., Goel, S. C., and Roeder, C. W. (1987). “Seismic testing of full‐scale steel building—Part I.” J. Struct. Engrg., ASCE, 113(11), 2111–2129.
3.
Lee, S. J., and Lu, L. W. (1989). “Cyclic tests of full‐scale composite joint subassemblages.” J. Struct. Engrg., ASCE, 115(8).
4.
Moncarz, P. D., and Krawinkler, H. (1981). “Theory and application of experimental model analysis in earhtquake engineering.” Rep. No. 50, John A. Blume Earthquake Engrg. Center, Dept. of Civ. Engrg., Stanford Univ., Stanford, Calif., June.
5.
Uang, C. M., and Bertero, V. V. (1986). “Earthquake simulation tests and associated studies of a 0.3 scale model of a six‐story concentrically braced steel structure.” Rep. No. 86/10, Earthquake Engrg. Res. Center, College of Engrg., Univ. of California, Berkeley, Calif., Dec.
6.
Wallace, B. J., and Krawinkler, H. (1985). “Small‐scale model experimentation on steel assemblies, U.S.‐Japan Research Program.” Rep. No. 75, John A. Blume Earthquake Engrg. Center, Dept. of Civ. Engrg., Stanford Univ., Stanford, Calif., June.
7.
Yanamouchi, H., et al. (1984). “Experimental results on a K‐braced steel structure under seismic loading utilizing full‐scale six‐story test structure.” Proc. Ann. Tech. Session of the SSRC, San Francisco, Calif.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 115 • Issue 8 • August 1989
Pages: 1999 - 2015
Copyright
Copyright © 1989 ASCE.
History
Published online: Aug 1, 1989
Published in print: Aug 1989
Authors
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.