土木工程 |
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考虑埋深的平面波作用下基础振动分析模型 |
王鹏1, 丁光亚1, 蔡袁强1,2, 王军1 |
1. 温州大学 建筑与土木工程学院,浙江 温州 325035;2. 浙江大学 建筑工程学院,浙江 杭州 310058 |
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Analysis model for dynamic vibration of
embedded foundation excited by plane waves |
WANG Peng1, DING Guang-ya1, CAI Yuan-qiang1,2, WANG Jun1 |
1. College of Architecture and Civil Engineering, Wenzhou University, Wenzhou 325035, China;
2. College of Architecture and Civil Engineering, Zhejiang University, Hangzhou 310058, China |
引用本文:
王鹏, 丁光亚, 蔡袁强, 王军. 考虑埋深的平面波作用下基础振动分析模型[J]. J4, 2012, 46(12): 2224-2230.
WANG Peng, DING Guang-ya, CAI Yuan-qiang, WANG Jun. Analysis model for dynamic vibration of
embedded foundation excited by plane waves. J4, 2012, 46(12): 2224-2230.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2012.12.013
或
http://www.zjujournals.com/eng/CN/Y2012/V46/I12/2224
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[1] THAU S A, UMEK A. Transient response of a buried foundation to antiplane shear waves[J]. Journal of Applied Mechanics, 1973, 40: 1061-1066.
[2] KAYNIA AM, NOVAK M. Response of pile foundation to Rayleigh waves and obliquely body[J]. Earthquake Engineering and Structural Dynamics, 1992, 21: 303-318.
[3] THAM LG, QIAN J, CHEUNG Y K. Dynamic response of a group of flexible foundations to incident seismic waves[J]. Soil Dynamic and Earthquake Engineering, 1998, 17: 127-137.
[4] 王立忠,冯永正,柯翰,等.瑞利波作用下成层地基土中单桩横向振动分析[J].振动工程学报,2001,14(2): 205-210.
WANG Lizhong, FENG Yongzheng, KE Han, et al. Lateral dynamic response of single pile in multiple layer soil during the passage of Rayleigh waves[J]. Journal of Vibration Engineering, 2001, 14(2): 205-210.
[5] BIOT M A. Theory of propagation of elastic waves in a fluidsaturated porous solid. Ⅰ.Low frequency range[J]. Journal of the Acoustial Society of America, 1956, 28(2): 168-178.
[6] BIOT M A. Theory of propagation of elastic waves in a fluidsaturated porous solid. Ⅱ.High frequency range[J]. Journal of the Acoustial Society of America, 1956b, 28(2): 179-191.
[7] LU J F, JENG D S, NIE W D. Dynamic response of a pile embedded in a poroelastic medium subjected to plane SH waves[J]. Computer and Geotechnics, 2006, 33(8): 404-418.
[8] TODOROVSKA M I, RJOUB Y A. Plain strain soilstructure interaction model for a building supported by a circular embedded in a poroelastic halfspace[J]. Soil Dynamics and Earthquake Engineering, 2006, 26: 694-707.
[9] 丁光亚.饱和土中非连续屏障对弹性波的隔离[D].杭州:浙江大学, 2008.
DING Guangya. Isolation of elastic waves by discontinuous barriers in poroelastic waves[D]. Hangzhou: Zhejiang University, 2008.
[10] NOVAK M, BEREDUGO Y. Vertical vibration of embedded footings[J]. Journal of the Soil Mechanics and Foundations Division, 1972a, 98(SM12): 1291-1310.
[11] LIN C H, LEE V W, TRIFUNAC M D. The reflection of plane waves in a poroelastic halfspace saturated with inviscid fluid[J]. Soil Dynamics and Earthquake Engineering, 2005, 25: 205-223.
[12] THAU S, PAL Y H. Diffraction of horizontal shear waves by a parabolic cylinder and dynamic stress concentrations[J]. Journal of Applied Mechanics, 1966, 33: 785.
[13] PAO Y H, MOW C C. Diffraction of elastic waves and dynamic stress concentrations[M]. New York: Crane and Russak, 1973.
[14] SNEDDON I. The use of integral transforms[M].New York: McgrawHill, 1970.
[15] 陈胜利.饱和地基上基础与板的竖向振动研究[D].杭州, 浙江大学, 2000.
CHEN Shengli. Vertical vibration of foundation on saturated grounds[D]. Hangzhou: Zhejiang University, 2000.
[16] NOBEL B. The solution of Besselfunction dual integral equations by a multiplyingfact method[J]. Mathematical Proceedings of the Cambrige Philosophical Society, 1963, 59: 351-362.
[17] RICHART F E, WOODS R D. Vibrations of soils and foundations[M].Englewood Cliffs: PrenticeHall, 1970.
[18] LUCO J E, MITA A. Response of a circular foundation on a uniform halfspace to elastic waves[J]. Earthquake Engineering and Structural Dynamics, 1987, 15(1): 105-118. |
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