Shake table tests of an industrial building

Authors

  • Koichi Takanashi University of Tokyo, Tokyo, Japan
  • Kenichi Ohi University of Tokyo, Tokyo, Japan
  • Yoshiro Sakai Tokyo Electric Power Co., Inc, Tokyo, Japan

DOI:

https://doi.org/10.5459/bnzsee.20.1.53-62

Abstract

Shake table tests are conducted on a scaled frame model
of an industrial building, which has irregular story heights, different beam span lengths, and uneven weight distribution. Its elastic and inelastic responses are observed under simulated earthquakes. The test results are used to verify the validity of a computer response analysis, which is based on
the plastic hinge model of flexural members and a hysteresis
rule for brace members. Additionally, the load effects derived from the test results are discussed comparing with the equivalent static load method in the design practice.

References

Giberson, M.F. 1969. Two nonlinear beams with definitions of ductility, Proceedings of the American Society of Civil Engineers, Journal of Structural Division 95(ST2) 137-157. DOI: https://doi.org/10.1061/JSDEAG.0002184

Shibata, M., Nakamura, T., Wakabayashi, M. 1982. Mathematical expression of hysteretic behaviour of braces - Part 1 Derivation of hysteretic functions, Transaction of the Architectural Institute of Japan 316 18-24. DOI: https://doi.org/10.3130/aijsaxx.316.0_18

Shotaka, S., Okada, H., Takeda, T., Omote, Y. 1976. Experimental studies on damping factor of the 2 bay - 3 storied model steel structure by resonance tests. Reports of the Technical Research Institute, OHBAYASHI- GIMI, Ltd. 13 16-21.

Downloads

Published

31-03-1987

How to Cite

Takanashi, K., Ohi, K., & Sakai, Y. (1987). Shake table tests of an industrial building. Bulletin of the New Zealand Society for Earthquake Engineering, 20(1), 53–62. https://doi.org/10.5459/bnzsee.20.1.53-62

Issue

Section

Articles

Categories