AN EXPERIMENTAL AND ANALYTICAL STUDY ON BUCKLING- RESTRAINED BRACES WITH RIPPLED CORE PLATE (RP-BRB)

  • YAMAZAKI Shinsuke
    新日鉄住金エンジニアリング(株) 技術開発第一研究所
  • KATO Hiromu
    名城大学大学院 理工学研究科建設システム工学専攻
  • USAMI Tsutomu
    名城大学 総合研究所/名古屋産業科学研究所
  • GE Hanbin
    名城大学 理工学部社会基盤デザイン工学科

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Other Title
  • 芯材に波形鋼板を適用した座屈拘束ブレース(RP-BRB)の性能実験と解析

Abstract

 A new type of BRB named RP-BRB (Rippled Plate Buckling Restrained Brace) is investigated. The core member of RP-BRB is a rippled plate instead of flat plate in BRB. Compared to BRRP which was studied previoulsy, RP-BRBs possess long and multiple-wave core members. Thus special care must be given to prevent the unstable load-deformation characteristics due to local/overall buckling of the core members as well as friction effects between the core member and the restraining members.<br> In this study, RP-BRB specimens with two special devices are tested: 1) a pair of projecting bars bolted to both sides along the core member (the guide series test) , and 2) semi-cylindrical shape spacers set inside the ripples (the space series test). Cyclic loading tests are carried out using test specimens possessing various numbers of either the projecting bars or the spacers. Then loading and deformation capacities, hysteretic characteristics, local strains occurred in the core members are examined and the efficiency of using the special devices is demonstrated. Moreover, material properties of the rippled core plate are determined from tensile tests, and its validity is confirmed by comparison between the analysis and test.

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