NUMERICAL SIMULATION OF CONCRETE FLEXURAL DAMAGE OF A FULL SCALE FIVE STORY REINFORCED CONCRETE BUILDING WITH WING WALLS

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  • OBARA Taku
    Building Department, National Institute for Land and Infrastructure Management
  • KONO Susumu
    Institute of Innovative Research, Tokyo Institute of Technology
  • MUKAI Tomohisa
    Building Department, National Institute for Land and Infrastructure Management

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Other Title
  • 袖壁を用いた実大五層鉄筋コンクリート造建物を対象としたコンクリートの曲げ損傷量評価

Abstract

<p>The social demands on the building performance are not only to secure human lives but also to keep the original functions during and after hazards. Engineers have been developing resilient building structural systems and design methods that explicitly quantify damage levels of members, that is, limit states of members. In this study, numerical analysis using a multi-spring model is conducted to predict the damage level of a real scale five-story reinforced concrete building tested in BRI in 2014 so that the obtained information may be used to evaluate the cost of repair after earthquakes.</p>

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