Author:
KANEDA Katsunori,KIMURA Yoshihiro,HAMASAKI Shinichi,WADA Akira
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Reference13 articles.
1. INFLUENCE OF THE RIGIDITY OF COLUMN BASES ON THE ULTIMATE EARTHQUAKE RESISTANCE OF MULTI-STORY STEEL MOMENT FRAMES
2. 2) 呉相勲,山田哲,秋山宏:梁柱耐力比及び剛性比を考慮した梁降伏型鋼構造多層骨組の損傷分布則,日本建築学会構造系論文集,第496号,pp.171-177,1998.4
3. DUCTILITY DEMANDED OF MEMBERS IN STEEL MOMENT FRAMES SUSTAINING BEAM-HINGING MECHANISM
4. DUCTILITY DEMANDED OF BEAMS IN STEEL MOMENT FRAMES
5. 5) 金田勝徳,木村祥裕,船津悠太,和田章:架構法の異なる日米の鉄骨ラーメン架構の耐震限界性能, 鋼構造論文集,第16巻64号,pp.1-10,2009.12
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