引文
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[2]田志敏,吴华杰,姜锡权,等.超高性能混凝土RPC的抗冲击压缩特性[J].解放军理工大学学报:自然科学版,2007,8(5):463-469.TIAN Zhi-min,WU Hua-jie,JIANG Xi-quan,et al.Ultra high performance concrete RPC under compressive impact loading[J].Journal of PLA University of Science and Technology:Natural Science Edition,2007,8(5):463-469.(in Chinese)
[3]卢辉.钢管混凝土动力性能研究新进展[J].世界地震工程,2007,23(4):119-128.LU Hui.New advances in the research on dynamic performance of concrete filled steel tube[J].World EarthquakeEngineering,2007,23(4):119-128.(in Chinese)
[4]田华,张素梅,郭兰慧.矩形钢管高强混凝土双向压弯构件截面强度[J].哈尔滨工业大学学报,2007,39(10):1520-1528.TIAN Hua,ZHANG Su-mei,GUO Lan-hui.Cross-sectional strength of high-strength concrete-filled RHS steel tubes subjectedto axial compression and bi-axial bending moment[J].Journal of Harbin Institute of Technolog,2007,39(10):1520-1528.(in Chinese)
[5]王蕊,李珠,任够平,等.钢管混凝土梁在侧向冲击荷载作用下动力响应的试验研究和数值模拟[J].土木工程学报,2007,40(10):34-40.WANG Rui,LI Zhu,REN Gou-ping,et al.Experimental study and numerical simulation of the dynamic response of concretefilled steel tubes under lateral impact load[J].China Civil Engineering Journal,2007,40(10):34-40.(in Chinese)
[6]任够平,刘斌,王瑞峰,等.钢管混凝土构件在侧向冲击载荷作用下的挠度分析[J].工程力学,2007,24(增刊):191-194.REN Gou-ping,LIU Bin,WANG Rui-feng,et al.Deflection of steel tube-confined concrete in the lateral impact[J].Engineering Mechanics,2007,24(Supp.):191-194.(in Chinese)
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