Journal ef StructuraL and Construction Engineecing fi"ress\ftmsreXtaglgSM SI 10 fi uDc:624.o14.2:624.o72.g (Transactions ofAIJ)No.3g2, October, lgss ca 3g2 e,wata 63 ELASTIC AND PLASTIC BEHAVIOR OF STEEL FRAMES WITH CONCENTRIC K=BRACES ' (Experiments of half-scale two-bay three-story frames) by TOSHIBUMI FUKUTA*, ISAO NISHIYAMA**, HIROYUKI YAMANOUCHI*"', Members of A.I,J. the results of Test Frames No. 3 and No. 6. And the rest was to gain the effects of asymmetric framing on the restoring characteristics by applying thedifferent leading passes to Test Frames No. 1 and A part of this paper was reported in Ref.5.
ABSTRACT:As a result of the Japan International Cooperation Agency (herein after referred to JICA) technological cooperation projects conducted by the Building Research Institute (herein after referred to BRI) in earthquake damage prevention research and related areas since the 1980s, earthquake damage prevention research institutions have been founded in Indonesia, Peru, Mexico, Chile, Turkey, and on every other continent in the world. This paper provides a brief description of these projects, and discusses the issues which remain to be addressed in international technological cooperation in this area.
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