TECHNICAL PAPERS
Jan 1, 1986

Earthquake Design Compared to Measured Response

Publication: Journal of Structural Engineering
Volume 112, Issue 1

Abstract

The design of a full‐scale reinforced concrete building is compared to US seismic resistant design practice, and the observed behavior and measured response of the building during a series of simulated earthquake tests is compared to behavior predicted by US engineers. The test structure is the seven story building tested in Japan as part of the US‐Japan cooperative research agreement. Two west coast design offices were asked to answer five questions, which were intended to give a comparison between the design of the test structure and the design provisions of the Uniform Building Code. The results indicate that the test structure had some significant code violations with respect to detailing and strength of the shear wall. A five part questionnaire was also developed and presented to several US engineers. They were asked what type of response they expected from the test structure during simulated earthquake tests. The responses from the engineers often varied widely, but the average of their responses usually compared well to observed and measured results from the actual tests.

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References

1.
Bertero, V. V., Aktan, A. E., Charney, F., and Sause, R., “Earthquake Simulation Tests and Associated Experimental, Analytical and Correlation Studies of a One‐Fifth Scale Model,” ACI Special Publication No. 84, Earthquake Effects on Reinforced Concrete Structures, U.S.‐Japan Research, American Concrete Institute, Detroit, MI, Mar., 1985.
2.
Building Code Requirements for Reinforced Concrete (ACI 318‐83), American Concrete Institute, Detroit, MI, 1983.
3.
Charney, F. A., and Bertero, V. V., “An Evaluation of the Design and Analytical Seismic Response of a Seven‐Story Reinforced Concrete Frame‐Wall Structure,” Report No. UCB/EERC‐82/08, Earthquake Engineering Research Center, Univ. of California, Berkeley, CA, 1982.
4.
Kaminosono, T., Okamoto, S., Kitagama, Y., and Yoshimura, M., “Testing Procedure and Preliminary Test Results of Full‐Scale Seven Story Reinforced Concrete Building,” ACI Special Publication No. 84, Earthquake Effects on Reinforced Concrete Structures, U.S.‐Japan Research, American Concrete Institute, Detroit, MI, Mar., 1985.
5.
Okamoto, S., Wight, J. K., Nakata, S., Yoshimura, M., and Kaminosono, T., “Testing, Repair and Strengthening, and Retesting of Full‐Scale Seven Story Reinforced Concrete Building,” ACI Special Publication No. 84, Earthquake Effects on Reinforced Concrete Structures, U.S.‐Japan Research, American Concrete Institute, Detroit, MI, Mar., 1985.
6.
“Recommendations for a U.S.‐Japan Cooperative Research Program Utilizing Large‐Scale Testing Facilities,” Earthquake Engineering Research Center Report No. UCB/EERC‐79/26, Univ. of California, Berkeley, CA, Sept., 1979.
7.
Uniform Building Code, 1979 Edition, International Conference of Building Officials, Whittier, CA, 1979.
8.
US‐Japan Cooperative Earthquake Research Program, Program Announcement, National Science Foundation, Washington, DC, Dec., 1979.
9.
US‐Japan Joint Technical Coordinating Committee, “Interim Summary Report on Tests of 7‐Story RC Building,” Journal of Structural Engineering, ASCE, Vol. 110, No. 10, Oct., 1984.
10.
Wight, J. K., Bertero, V. V., and Aoyama, H., “Comparison Between the Reinforced Concrete Test Structure and Design Requirements from U.S. and Japanese Building Codes,” ACI Special Publication No. 84, Earthquake Effects on Reinforced Concrete Structure, U.S.‐Japan Research, American Concrete institute, Detroit, MI Mar., 1985.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 112Issue 1January 1986
Pages: 149 - 164

History

Published online: Jan 1, 1986
Published in print: Jan 1986

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James K. Wight, M. ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor, MI

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