柱梁接合部の設計規範と構造性能に関する日米比較
2005 年 12 巻 45 号 p. 9-24
詳細
2005 年 12 巻 45 号 p. 9-24
After Northridge earthquake, research projects on seismic resistance of steel structures were performed in the U. S., and the design criteria for beam-to-column connections are recommended in FEMA-350. On the other hand, a recommendation for design of connections, in which the results of recent researches after Kobe earthquake are reflected, was published in Japan. In this paper. the differences of design concepts are discussed, and the data of the U. S. are compared with those of Japan in material properties and structural performances of full-scale specimens.
