COLLAPSE TEST OF SHEAR-FAILING R/C COLUMNS BY SUBSTRUCTURE PSEUDO-DYNAMIC TEST METHOD

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  • NAKAMURA Takaya
    Graduate School of Architecture and Building Engineering, Tokyo Metropolitan Univ.
  • YOSHIMURA Manabu
    Graduate School of Architecture and Building Engineering, Tokyo Metropolitan Univ.
  • MINAMI Susumu
    Graduate School of Architecture and Building Engineering, Tokyo Metropolitan Univ.

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Other Title
  • サブストラクチャ擬似動的実験によるせん断破壊型鉄筋コンクリート柱の崩壊実験
  • サブストラクチャ ギジ ドウテキ ジッケン ニ ヨル センダン ハカイガタ テッキン コンクリートチュウ ノ ホウカイ ジッケン

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Abstract

Substructure pseudo-dynamic tests were conducted to simulate story collapse of old three-story R/C buildings. The buildings were idealized to consist of a single column line and rigid beam. The first-story column that was designed to fail in shear was tested by the substructure pseudo-dynamic method where the second- and third-story columns designed enough strong were assumed elastic. An imaginary mass was determined in such that the first mode period and Seismic Capacity Index, Is, might result in 0.15 second and 0.49, respectively. Three earthquake records were used as input motions. Responses of the buildings, mostly those in the post-peak regions including collapse were studied.

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