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標題: 鋼筋輕質骨材混凝土牆之耐火性能
Fire-Resistance Property of Reinforced Lightweight Aggregate Concrete Wall
作者: 羅柏易
Luo, Bo-Yi
關鍵字: fire-resistance test;混凝土牆之耐火性能
出版社: 土木工程學系所
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Sanjayan and LJ Stocks, “Spalling of high-strength silica fume concrete in fire,” ACI Mater J., 90(2), pp. 170-173(1993). 28.S.Y.N. Chan, X. Luob, and W. Sunb, “Effect of high temperature and cooling regimes on the compressive strength and pore properties of high performance concrete,”Construction and Building Materials, No. (14), pp. 261-266(2000). 29.L.T. Phan, “Fire Performance of High-Strength Concrete: A Report of the State-of-the-Art,” NISTIR 5934, Building and Fire Research Lab``oratory, National Institute of Standards and Technology, (Gaithersburg, Maryland, December 1996). 30.L.T. Phan and N.J. Carino, “Review of mechanical properties of HSC at elevated temperature,” Journal of Materials in Civil Engineering, American Society of Civil Engineers, v.10 (1) (February, 1998) 58-64. 31.L.T. Phan and N.J. 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Malhotra, “Spalling of Concrete in Fires”, CIRIA technical note 118, pp. 34, London, 1984. 45.陳俊釗”鋼筋輕質骨材混凝土牆之力學行為”國立中興大學土木工程研究所碩士論文,2005。 46.葉瑞德、邱耀正,”高型R.C.剪力牆-構架互制實驗研究”國立成功大學土木工程研究所碩士論文,2002。 47.余明松、邱耀正,” 低型R.C.剪力牆-構架互制實驗研究”國立成功大學土木工程研究所碩士論文,2002。 48.Structure Engineers Association of California Vision 2000 Committee, "Performance Based Seismic Engineering of Buildings", SEAOC Vision 2000 Committee ,Final Report, 1995.
本研究主要在探討鋼筋輕質混凝土牆在進行耐火試驗(ASTM Standard E119)後,於側向水平載重下之力學行為,並與鋼筋常重混凝土牆進行比較。研究之參數包含鋼筋間距、粗骨材種類、牆體尺寸與有無火害,本文將分別探討這些參數對牆體強度、勁度、延展性及破壞模式之影響。

The main purpose of this research is to compare the basic mechanical properties between reinforced lightweight aggregate concrete walls (RLAC walls) and reinforced normal weight aggregate concrete walls (RNAC walls) subjected to horizontal loads after fire-resistance tests (ASTM Standard E119). The research parameters include steel spacing, lightweight/normalweight aggregates, wall sizes and with/without high temperatures. The influences of these parameters on the load-carrying capacities, stiffnesses, ductilities, and failure patterns of the walls are studied.
The results indicate that after high temperature the load-carrying capacities, stiffnesses and ductilities of RLAC walls are all better than those of RNAC walls. When the steel spacing in RLAC walls after heating are smaller the yielding loads and ultimate loads are greater but the ductilities are worse. In regard to wall size effects, an increase of wall width will result in an increase of wall stiffness. All of these phenomena are the same as the already known phenomena in regular walls without heating. The heating process did not make RLAC walls lose the basic mechanical properties.
其他識別: U0005-3107200819185200
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