Journal Article 剛性の高さ方向分布が不均一な中低層鋼構造建物におけるエネルギー法による累積損傷分布予測

中村, 一哉  ,  Nakamura, Kazuya  ,  佐藤, 大樹  ,  Sato, Daiki  ,  松田, 頼征  ,  MATSUDA, Yoriyuki  ,  北村, 春幸  ,  Kitamura, Haruyuki  ,  山口, 路夫  ,  Yamaguchi, Michio  ,  脇田, 直弥  ,  WAKITA, Naoya  ,  綿貫, 雄太  ,  WATANUKI, Yuta

64Bpp.243 - 252 , 2018-03 , 日本建築学会 , Architectural Institute of Japan
In recent years, demand for large logistics facilities is rising under the influence of expansion of retail chain development and online market. Most of these facilities are low- and middle-rise steel structures, and it is vital that these structures are earthquake resistant. An energy-based method for earthquake-induced response of a building is very useful for the evaluation of the cumulative damage of structures. However, this method is not applied to structures with uneven stiffness distribution in the height direction like large logistics facilities. In this paper, we analyze whether this method can be expanded to such structures by comparing cumulative damage distribution predicted using this method and calculated by time-history analysis. Moreover, the effect of difference in strength calculation on cumulative damage distribution prediction is examined.

Number of accesses :  

Other information