Outline of earthquake provisions in the recently revised Japanese building code

Authors

  • Hiroyuki Aoyama University of Tokyo, Tokyo, Japan

DOI:

https://doi.org/10.5459/bnzsee.14.2.63-80

Abstract

The revised building code of Japan, to become effective in June, 1981, is reviewed. It features a two-phase design for earthquakes. The first phase design is for medium earthquake motions, and this is basically the unchanged traditional seismic design. The new second phase design is intended to give protection to buildings in case of severe ground shaking. It requires the checking of several aspects of the building that
has been proportioned by the first phase design. These include storey drift, vertical stiffness distribution, horizontal accentricity and ultimate lateral load carrying capacity. Both phases of the design are reviewed in detail, with some numerical examples where it is appropriate to illustrate the design procedure. Some provisions are discussed in the light of
recent earthquake damage in Japan. A comparison with New Zealand seismic design loadings is also made.

References

Nakano, K., Ishiyama, Y. and Ohashi, Y., "A Proposal of a New Aseismic Design Method for Buildings in Japan", 7th WCEE Proc. Vol. 4, pp. 41-48, Istanbul, Turkey, Sept. 1980.

Umemura, H. (ed.), "New Earthquake Resistant Design (in Japanese)", 344 pp., Building Center of Japan, May, 1979.

Ministry of Construction, Housing Bureau and Building Research Institute,

"Commentary on the Structural Calculation based on the Revised Enforcement Order, Building Standard Law (in Japanese)", 173 pp., Building Center of Japan, Nov. 1980.

"Kamp (Official Notice, Government of Japan)", No. 16043, 14 July 1980.

Umemura, H. et al, "Dynamic Design for Earthquakes of Reinforced Concrete Buildings (in Japanese)", 442 pp., Giho-do Publishing Co., Japan, Aug. 1973.

Glogau, O.A., "Low Rise Reinforced Concrete Buildings of Limited Ductility, Some Lessons from Recent Earthquake Damage", Bui. NZNSEE, Vol. 13, No. 2, June 1980, pp. 182-193. DOI: https://doi.org/10.5459/bnzsee.13.2.182-193

New Zealand Standard Code of Practice for General Structural Design and Design Loadings for Buildings (NZS 4203: 1976), Standards Association of New Zealand, 1976.

Papers Resulting from Deliberations of the Society!s Discussion Group on the Seismic Design of Bridges; Berrill, J.B., Priestley, M.J.N, and Chapman, H.E., "Section 2 : Design Earthquake Loading and Ductility Demand", Bui. NZNSEE, Vol. 13, No. 3, Sept. 1980, pp. 232-241. DOI: https://doi.org/10.5459/bnzsee.13.3.232-241

Draft Recommendation for the Seismic Design of Petrochemical Plants in New Zealand (draft for comment), Oct. 1980.

Berrill, J.B., Priestley, M.J.N, and Peek, R., "Further Comments on Seismic Design for Bridges", Bull. NZNSEE, Vol. 14 No. 1, March 1981, pp. 3-11. DOI: https://doi.org/10.5459/bnzsee.14.1.3-11

Downloads

Published

30-06-1981

How to Cite

Aoyama, H. (1981). Outline of earthquake provisions in the recently revised Japanese building code. Bulletin of the New Zealand Society for Earthquake Engineering, 14(2), 63–80. https://doi.org/10.5459/bnzsee.14.2.63-80

Issue

Section

Articles

Categories