土—结构动力相互作用研究的发展历程及展望
|
摘要
本文回顾了土—结构动力相互作用的发展历程，认为其发展过程经历了三个阶段，并对各时期发展的主要内容进行了简单概述。最后探讨了土—结构动力相互作用的发展方向。
Developing progression of soil - structure dynamic interaction was reviewed in this paper, and its developing process was divided into three phases, the main content was simplified summarized in every period Discussed the development prospect of soil - structure dynamic interaction at the end.
Developing progression of soil - structure dynamic interaction was reviewed in this paper, and its developing process was divided into three phases, the main content was simplified summarized in every period Discussed the development prospect of soil - structure dynamic interaction at the end.
引文
[1]李国豪主编.工程结构抗震动力学.上海.上海科技出版社,1980
[2]熊建国.土—结构动力相互作用问题的新进展(I).世界地震工程. 1992(2),p22—29
[3] Quinlan, P. M The elastic theory of soil dynamics. Symp.On Dyn. Testing of soils. ASTM-STP ASTM, No. 156, 1987, p3- 34
[4] Sung, T. Y. Vibrations in semi-infinite solids due to periodic surface loadings. Symp. On Dynamic Testing of soils. ASTM-STP ASTM, No. 156, 1987, p35-64
[5] Richart, F. E. Jr. Foundation vibrations. Soil Mech. andfound. Div., ASCE, V. 86, No. 4, 1960, p1-34
[6] Arnold, R. N. etc. Forced vibrations of a body on infiniteelastic solid. Appl. Mech., No248, 1955, p391-400
[7] Bycroft, G. N. Forced vibration of rigid circular plate on asemi-infinite elastic space and on elastic stratum philosophical.Trans. Royal soc., London, U. K. No. 248, p327-368
[8] Lysmer, J. Richart, F. E. T. Dynamic response of footings to vertical loadings. Soil mech division ASCE. V. 92, No.1, 1966, p65-91
[9] R A Parmmelee. Building - foundation interactioneffects. AblE, EM2. 1967
[10] Chopra, A. K., Perumalswami, P. R. Dam foundationinteraction during earthquakes. Prod 4th WCEE, Santiago, Chile,1969
[11] Lysmer, J. Kunlemyer, G. D. Finite dynamic model forinfinite media. Eng. Mech. Div. ASCE, V. 98, NO. 1, 1969, p85- 105
[12] J. E Luco, R. A. Westman. Dynamic response of circular footings. Journal of engineering mechanics. ASCE. V. 97,No. 5, 1971, p1381-1395
[13] A. S Veletsos, Y. T. Wei. Lateral and rocking vibration of footings. Journal of soil mechanic and foundation, ASCE. V.97No. 5, 1971, p1227-1248
[14] Lysmer, J., Waas, G. Shear waves in plane infinite struc-tures. Eng. Mechanic Div. ASCE V. 98, No. 1, 1972, p85-105
[15] Kausel, E. Forced vibrations of circular foundation on layered media. Tech. Rep. Res. Rep. R74- 11. Dept. of Civil Eng.MIT, Cambridge, Mass, 1974
[16] Luco, J. E. vibrations of a rigid disc on a layered viscoelastic media. Nuclear Eng. Des. 1976 (36),p325-340
[17] Desgupta, S P., Kameswarar, Rao, N. S V. dynamics of rectangular footings by finite elements J. geotech. Eng.Div., ASCE, V. 104, No. 5, 1978, p621-637
[18] Dominguez, J. dynamic stiffness of rectangular foundationa Tech. Rep. R78-20, Dept. of civil eng MIT, CambridgeMass. 1978
[19]王贻荪.半无限体表面在竖向集中谐和力作用下表面竖向位移的精确解.力学学报.1980(4),p386—391
[20] Iguchi, M, Luco, J. E Dynamic response of flexiblenrectangular foundations. Earthquakes engineering and structure dynamic 1981 (9), p239-249
[21] Karabalis, D. L, Beskos, D. E.. Dynamic response of3-D rigid surface foundation by time domain BEM. Earthquakes engineering and structure dynamic 1984 (2), p73-93
[22] Karabalis, D. L., Beskos, D. E. Dynamic response of 3-D rigid embedded foundation by the BEM, Comp. Methods in Appl. Mech. and Eng. 1986 (56), p91-119-
[23] Abscal, K, Dominguez, J. Vibration of footings on viscoelastic soil. J. Engineering Mechanical, ASCE, V. 111, No. 2,1985, p123-141
[24] Abscal, R, Dominguez, J. Vibration of footings on zonedviscoelastic soil. J. Engineering Mechanical, ASCE, V. 112, No.5, 1986, p433-447
[25] Ahmad, S, Benerjel, R K. Multi domain boundary element method for the dimensional problems in elastic dynamics. Int.J. Number, Methods in eng. 1988 (26), p891-991
[26] Karabalis, D. L, Beskos, D. E. Dynamic analysis of 3-D flexible foundation by the time domain FEM-BEM, Soil dynamic and earthquakes engineering 1985 (4), p91-101
[27] Gamtanaros, A. P., Kkarabalis, D. L Dynamic response of 3 - D flexible foundation by frequency domain FEMBEM Earthquakes engineering and structure dynamic 1988 (16),p653 - 674
[28] Ahmad, S, Benerjel, P. K. Time domain transient elasto dynamic analysis of 3-D solids by BEM. Int. J. Number, Methods in eng. 1988 (26),p1709-1728
[29] J. P. Wolf, Chongmin Song. Dynamic-stiffness matrixin time domain of unbound medium by infinitesimal finite element cellmethod. Earthquakes engineering and structure dynamic V. 23,No. 10, 1994, p1235-1249
[30] Y. C Han, P. E. Dynamic vertical response of piles innonlinear soil, Journal of geotechnical and geoenvironmental engineering, ASCE V. 123, No. 8, 1997, p710-716
[31] Dionisio Bernal, Akram Youseff. A hybrid time-frequency domain formulation for nonlinear soil - structure interaction,Earthquakes engineering and structure dynamic V. 27, No. 6,1998, p670-685
[32]职洪涛,俞载道,曹国敖.基础提离、滑移对多层房屋地震反应影响分析.同济大学学报.V. 26,No. 4,1998,p367—371
[33]熊建国.土—结构动力问题的新进展(Ⅱ).世界地震工程. 1992(4),p17—25
[2]熊建国.土—结构动力相互作用问题的新进展(I).世界地震工程. 1992(2),p22—29
[3] Quinlan, P. M The elastic theory of soil dynamics. Symp.On Dyn. Testing of soils. ASTM-STP ASTM, No. 156, 1987, p3- 34
[4] Sung, T. Y. Vibrations in semi-infinite solids due to periodic surface loadings. Symp. On Dynamic Testing of soils. ASTM-STP ASTM, No. 156, 1987, p35-64
[5] Richart, F. E. Jr. Foundation vibrations. Soil Mech. andfound. Div., ASCE, V. 86, No. 4, 1960, p1-34
[6] Arnold, R. N. etc. Forced vibrations of a body on infiniteelastic solid. Appl. Mech., No248, 1955, p391-400
[7] Bycroft, G. N. Forced vibration of rigid circular plate on asemi-infinite elastic space and on elastic stratum philosophical.Trans. Royal soc., London, U. K. No. 248, p327-368
[8] Lysmer, J. Richart, F. E. T. Dynamic response of footings to vertical loadings. Soil mech division ASCE. V. 92, No.1, 1966, p65-91
[9] R A Parmmelee. Building - foundation interactioneffects. AblE, EM2. 1967
[10] Chopra, A. K., Perumalswami, P. R. Dam foundationinteraction during earthquakes. Prod 4th WCEE, Santiago, Chile,1969
[11] Lysmer, J. Kunlemyer, G. D. Finite dynamic model forinfinite media. Eng. Mech. Div. ASCE, V. 98, NO. 1, 1969, p85- 105
[12] J. E Luco, R. A. Westman. Dynamic response of circular footings. Journal of engineering mechanics. ASCE. V. 97,No. 5, 1971, p1381-1395
[13] A. S Veletsos, Y. T. Wei. Lateral and rocking vibration of footings. Journal of soil mechanic and foundation, ASCE. V.97No. 5, 1971, p1227-1248
[14] Lysmer, J., Waas, G. Shear waves in plane infinite struc-tures. Eng. Mechanic Div. ASCE V. 98, No. 1, 1972, p85-105
[15] Kausel, E. Forced vibrations of circular foundation on layered media. Tech. Rep. Res. Rep. R74- 11. Dept. of Civil Eng.MIT, Cambridge, Mass, 1974
[16] Luco, J. E. vibrations of a rigid disc on a layered viscoelastic media. Nuclear Eng. Des. 1976 (36),p325-340
[17] Desgupta, S P., Kameswarar, Rao, N. S V. dynamics of rectangular footings by finite elements J. geotech. Eng.Div., ASCE, V. 104, No. 5, 1978, p621-637
[18] Dominguez, J. dynamic stiffness of rectangular foundationa Tech. Rep. R78-20, Dept. of civil eng MIT, CambridgeMass. 1978
[19]王贻荪.半无限体表面在竖向集中谐和力作用下表面竖向位移的精确解.力学学报.1980(4),p386—391
[20] Iguchi, M, Luco, J. E Dynamic response of flexiblenrectangular foundations. Earthquakes engineering and structure dynamic 1981 (9), p239-249
[21] Karabalis, D. L, Beskos, D. E.. Dynamic response of3-D rigid surface foundation by time domain BEM. Earthquakes engineering and structure dynamic 1984 (2), p73-93
[22] Karabalis, D. L., Beskos, D. E. Dynamic response of 3-D rigid embedded foundation by the BEM, Comp. Methods in Appl. Mech. and Eng. 1986 (56), p91-119-
[23] Abscal, K, Dominguez, J. Vibration of footings on viscoelastic soil. J. Engineering Mechanical, ASCE, V. 111, No. 2,1985, p123-141
[24] Abscal, R, Dominguez, J. Vibration of footings on zonedviscoelastic soil. J. Engineering Mechanical, ASCE, V. 112, No.5, 1986, p433-447
[25] Ahmad, S, Benerjel, R K. Multi domain boundary element method for the dimensional problems in elastic dynamics. Int.J. Number, Methods in eng. 1988 (26), p891-991
[26] Karabalis, D. L, Beskos, D. E. Dynamic analysis of 3-D flexible foundation by the time domain FEM-BEM, Soil dynamic and earthquakes engineering 1985 (4), p91-101
[27] Gamtanaros, A. P., Kkarabalis, D. L Dynamic response of 3 - D flexible foundation by frequency domain FEMBEM Earthquakes engineering and structure dynamic 1988 (16),p653 - 674
[28] Ahmad, S, Benerjel, P. K. Time domain transient elasto dynamic analysis of 3-D solids by BEM. Int. J. Number, Methods in eng. 1988 (26),p1709-1728
[29] J. P. Wolf, Chongmin Song. Dynamic-stiffness matrixin time domain of unbound medium by infinitesimal finite element cellmethod. Earthquakes engineering and structure dynamic V. 23,No. 10, 1994, p1235-1249
[30] Y. C Han, P. E. Dynamic vertical response of piles innonlinear soil, Journal of geotechnical and geoenvironmental engineering, ASCE V. 123, No. 8, 1997, p710-716
[31] Dionisio Bernal, Akram Youseff. A hybrid time-frequency domain formulation for nonlinear soil - structure interaction,Earthquakes engineering and structure dynamic V. 27, No. 6,1998, p670-685
[32]职洪涛,俞载道,曹国敖.基础提离、滑移对多层房屋地震反应影响分析.同济大学学报.V. 26,No. 4,1998,p367—371
[33]熊建国.土—结构动力问题的新进展(Ⅱ).世界地震工程. 1992(4),p17—25
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心