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The purpose of this study is to obtain basic data for developing reliable methods for evaluating the fire resistance of continuous 丘ber reinfbrced concrete beams ． Metheds for predicting deflections at high temperatures of fiber reinforced concrete beams are discussed on the basis ofthe tens皿e properties at high temperatures and characteristics values of different types ofcontinuous fiber rein 丑) rcing bars ． The study concludes that deflections ofcontinuous fi1 〕 er reinforced concrete beams under high −temperature ioad− ing can be calcUlated with relative ease ， K ρywo 鴻 ' 6bη 跏 ロo μ5 励 即 わ ヨ 考 跏 泥 θ冶 翻 η o ¢ Tensile propeth

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Study on service of applied conditions and structure performance about members post-installed anchor used are being carried out. This paper reports on the influence of specimen size and testing condition on pullout properties of post-installed anchor. And the follow conclusions were found: as for the mechanical anchor, pulling behaviors and maximum loads were similar, but these were different for the bonded anchor.