Wolf J P, Somaini D R. Approximate dynamic model of embedded foundation in time domain [J]. Earthquake Engineering and Structural Dynamics, 1986, 14(5): 683―703.
[2]
De Barros, F C P, Luco J E. Discrete models for vertical vibrations of surface and embedded foundations [J]. Earthquake Engineering and Structural Dynamics, 1990, 19(2): 289―303.
[3]
Takemiya H. Simplified model for building-foundation interaction [J]. Journal of the Engineering Mechanics Division, ASCE, 1976, 103(2): 345―351.
Luan Maotian, Lin Gao. 2 DOF lumped parameter model of dynamic impedances of foundation soils [J]. Journal of Dalian University of Technology, 1996, 36(4): 477―481. (in Chinese)
[6]
Wolf J P. Spring-dashpot-mass models for foundation vibrations [J]. Earthquake Engineering and Structural Dynamics, 1997, 26(9): 931―949.
[7]
Wu W H, Chen C Y. Simple lumped-parameter models of foundation using mass-spring-dashpot oscillators [J]. Journal of the Chinese Institute of Engineers, 2001, 24(6): 681―697.
[8]
Weng C C, Yen S I, Jiang M H. Experimental study on shear splitting failure of full-scale composite concrete encased steel beams [J]. Journal of Structural Engineering, ASCE, 2002, 128(9): 1186―1194.
[9]
Wu W H, Lee W H. Systematic lumped-parameter models for foundations based on polynomial-fraction approximation [J]. Earthquake Engineering and Structural Dynamics, 2002, 31(7): 1383―1412.
[10]
Fabbrocino G, Manfredi G, Cosenza E. Analysis of continuous composite beams including partial interaction and bond [J]. Journal of Structural Engineering, 2000, 126(11): 1288―1294.
[11]
Wu W H, Lee W H. Nested lumped-parameter models for foundation vibrations [J]. Earthquake Engineering and Structural Dynamics, 2004, 33(9): 1051―1058.
[12]
Zhou Ding. Three-dimensional vibration analysis of structural elements using Chebyshev-Ritz method [M]. Beijing: Science Press, 2007: 8―10.
[13]
Cladera, Marí. Experimental study on high-strength concrete beams failing in shear [J]. Engineering Structures, 2005, 27: 1519―1527.
Zeng Lei. Experimental study on high strength and high performance concrete applied to steel reinforced concrete structures [D]. Xi’an: Xi’an University of Architecture and Technology, 2006. (in Chinese)
[18]
马永欣, 郑山锁. 结构试验[M]. 北京: 科学出版社, 2001: 9―16.
[19]
Ma Yongxin, Zheng Shansuo. Structural experiment method [M]. Beijing: Science Press, 2001: 9―16. (in Chinese)
JGJ138-2001, Technical specification for design of steel-reinforced concrete composite structures [S]. Beijing: China Building Industry Press, 2002. (in Chinese)
[22]
薛建阳. 钢与混凝土组合结构[M]. 武汉: 华中科技大学出版社, 2007: 182―189.
[23]
Xue Jianyang. Steel-concrete composite structures [M]. Wuhan: Huazhong University of Science and Technology Press, 2007: 182―189. (in Chinese)
Che Shunli. Research on basic behaviors and design theory of steel reinforced high strength and high performance concrete beams [D]. Xi’an: Xi’an University of Architecture and Technology, 2008. (in Chinese)
Zheng Shansuo, Che Shunli, Zhang Weijun et al. Experimental study on mechanical behavior of SRHSHPC Beams [J]. Journal of Harbin Institute of Technology, 2007, 39(Suppl 2): 244―247. (in Chinese)
