-
1
-
-
0025957053
-
Simplified design for vibration screening by open and filled trenches
-
JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1991)117:1(67)
-
Ahmad S. Al-Hussaini T.M. Simplified design for vibration screening by open and filled trenches. J. Geotech. Eng. 1991, 117(1):67-88. JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1991)117:1(67).
-
(1991)
J. Geotech. Eng.
, vol.117
, Issue.1
, pp. 67-88
-
-
Ahmad, S.1
Al-Hussaini, T.M.2
-
2
-
-
0041796822
-
Vibration isolation of machine foundations
-
G. Gazetas, E. T. Selig and , eds., ASCE, New York.
-
Beskos D.E. Dasgupta B. Vardoulakis I.G. Vibration isolation of machine foundations. Vibration problems in geotechnical engineering 1985, 138-151. G. Gazetas, E. T. Selig, eds., ASCE, New York.
-
(1985)
Vibration problems in geotechnical engineering
, pp. 138-151
-
-
Beskos, D.E.1
Dasgupta, B.2
Vardoulakis, I.G.3
-
3
-
-
0002252386
-
Vibration isolation using open or filled trenches
-
0178-7675, 10.1007/BF00298637
-
Beskos D.E. Dasgupta B. Vardoulakis I.G. Vibration isolation using open or filled trenches. Comput. Mech. 1986, 1(1):43-63. 0178-7675, 10.1007/BF00298637.
-
(1986)
Comput. Mech.
, vol.1
, Issue.1
, pp. 43-63
-
-
Beskos, D.E.1
Dasgupta, B.2
Vardoulakis, I.G.3
-
4
-
-
0242581323
-
Vibration isolation using open or filled trenches, Part 3: 2-D nonhomogeneous soil
-
0178-7675
-
Beskos D.E. Leung K.L. Vardoulakis I.G. Vibration isolation using open or filled trenches, Part 3: 2-D nonhomogeneous soil. Comput. Mech. 1990, 7(1):137-148. 0178-7675.
-
(1990)
Comput. Mech.
, vol.7
, Issue.1
, pp. 137-148
-
-
Beskos, D.E.1
Leung, K.L.2
Vardoulakis, I.G.3
-
5
-
-
0026140561
-
Vibration isolation by trenches in continuously nonhomogeneous soil by the BEM
-
IJDEDD, 0261-7277, 10.1016/0267-7261(91)90030-4
-
Beskos D.E. Leung K.L. Vardoulakis I.G. Vibration isolation by trenches in continuously nonhomogeneous soil by the BEM. Soil Dyn. Earthquake Eng. 1991, 10(3):172-179. IJDEDD, 0261-7277, 10.1016/0267-7261(91)90030-4.
-
(1991)
Soil Dyn. Earthquake Eng.
, vol.10
, Issue.3
, pp. 172-179
-
-
Beskos, D.E.1
Leung, K.L.2
Vardoulakis, I.G.3
-
6
-
-
33645387315
-
Vibration isolation using open or filled trenches, Part 2: 3-D homogeneous soil
-
0178-7675, 10.1007/BF00350518
-
Dasgupta B. Beskos D.E. Vardoulakis I.G. Vibration isolation using open or filled trenches, Part 2: 3-D homogeneous soil. Comput. Mech. 1990, 6(2):129-142. 0178-7675, 10.1007/BF00350518.
-
(1990)
Comput. Mech.
, vol.6
, Issue.2
, pp. 129-142
-
-
Dasgupta, B.1
Beskos, D.E.2
Vardoulakis, I.G.3
-
7
-
-
80052926347
-
-
Itasca, , Itasca International Inc., Minneapolis, MN.
-
FLAC 5.0: Reference manual 2007, Itasca, Itasca International Inc., Minneapolis, MN.
-
(2007)
FLAC 5.0: Reference manual
-
-
-
8
-
-
67649779203
-
Three-dimensional analysis of active isolation of deep foundations by open rectangular trenches
-
JASODW, 1812-5654, 10.3923/jas.2009.2544.2555
-
Jesmani M. Shafie M.R. Vileh R.S. Three-dimensional analysis of active isolation of deep foundations by open rectangular trenches. J. Appl. Sci. 2009, 9(14):2544-2555. JASODW, 1812-5654, 10.3923/jas.2009.2544.2555.
-
(2009)
J. Appl. Sci.
, vol.9
, Issue.14
, pp. 2544-2555
-
-
Jesmani, M.1
Shafie, M.R.2
Vileh, R.S.3
-
10
-
-
0033066619
-
Modeling of pile barriers by effective trenches and their screening effectiveness
-
IJDEDD, 0261-7277, 10.1016/S0267-7261(98)00032-3, and (a).
-
Kattis S.E. Polyzos D. Beskos D.E. Modeling of pile barriers by effective trenches and their screening effectiveness. Soil Dyn. Earthquake Eng. 1999, 18(1):1-10. IJDEDD, 0261-7277, 10.1016/S0267-7261(98)00032-3, and (a).
-
(1999)
Soil Dyn. Earthquake Eng.
, vol.18
, Issue.1
, pp. 1-10
-
-
Kattis, S.E.1
Polyzos, D.2
Beskos, D.E.3
-
11
-
-
0032736017
-
Vibration isolation by row of piles using a 3D frequency domain BEM
-
(b).
-
Kattis S.E. Polyzos D. Beskos D.E. Vibration isolation by row of piles using a 3D frequency domain BEM. Int. J. Numerical Methods Eng. 1999, 46(5):713-728. and (b).
-
(1999)
Int. J. Numerical Methods Eng.
, vol.46
, Issue.5
, pp. 713-728
-
-
Kattis, S.E.1
Polyzos, D.2
Beskos, D.E.3
-
12
-
-
0031193068
-
Efficient 3D modeling of vibration isolation by open trenches
-
CMSTCJ, 0045-7949, 10.1016/S0045-7949(96)00418-X
-
Klein R. Antes H. Le Houedec D. Efficient 3D modeling of vibration isolation by open trenches. Comput. Struct. 1997, 64(1-4):809-817. CMSTCJ, 0045-7949, 10.1016/S0045-7949(96)00418-X.
-
(1997)
Comput. Struct.
, vol.64
, Issue.1-4
, pp. 809-817
-
-
Klein, R.1
Antes, H.2
Le Houedec, D.3
-
13
-
-
0015300718
-
Shear waves in plane infinite structures
-
JENMDT, 0733-9399
-
Lysmer J. Waas G. Shear waves in plane infinite structures. J. Eng. Mech. 1972, 98(1):85-105. JENMDT, 0733-9399.
-
(1972)
J. Eng. Mech.
, vol.98
, Issue.1
, pp. 85-105
-
-
Lysmer, J.1
Waas, G.2
-
14
-
-
80155168575
-
Seismic shock and vibration isolation Part I: Theory, analysis, and testing
-
(a). ASME, New York.
-
Mok G.G. Chung H.H. Seismic shock and vibration isolation Part I: Theory, analysis, and testing. Proc., Joint ASME/JSME Pressure Vessels and Piping Conf. 1995, and (a) ASME, New York.
-
(1995)
Proc., Joint ASME/JSME Pressure Vessels and Piping Conf.
-
-
Mok, G.G.1
Chung, H.H.2
-
18
-
-
0017982907
-
Amplitude reduction of surface waves by trenches
-
JENMDT, 0733-9399
-
Segol G. Lee P.C. Y. Abel J.F. Amplitude reduction of surface waves by trenches. J. Eng. Mech. 1978, 104(3):621-641. JENMDT, 0733-9399.
-
(1978)
J. Eng. Mech.
, vol.104
, Issue.3
, pp. 621-641
-
-
Segol, G.1
Lee, P.C.Y.2
Abel, J.F.3
-
19
-
-
0036759641
-
Response of soil media due to impulse loads and isolation using trenches
-
IJDEDD, 0261-7277, 10.1016/S0267-7261(02)00060-X
-
Shrivastava R.K. Kameswara Rao N.S. V. Response of soil media due to impulse loads and isolation using trenches. Soil Dyn. Earthquake Eng. 2002, 22(8):695-702. IJDEDD, 0261-7277, 10.1016/S0267-7261(02)00060-X.
-
(2002)
Soil Dyn. Earthquake Eng.
, vol.22
, Issue.8
, pp. 695-702
-
-
Shrivastava, R.K.1
Kameswara Rao, N.S.V.2
-
20
-
-
0003615650
-
Evaluation of human exposure to whole-body vibration. Part 2: Continuous and shock-induced vibration in buildings (1 to 80 Hz)
-
Standards Australia, AS 2670.2-1990, Sydney, Australia.
-
Evaluation of human exposure to whole-body vibration. Part 2: Continuous and shock-induced vibration in buildings (1 to 80 Hz). 1990, Standards Australia, AS 2670.2-1990, Sydney, Australia.
-
(1990)
-
-
-
21
-
-
0000411474
-
Holography-A new tool for soil dynamics
-
JGENDZ, 0733-9410
-
Woods R.D. Barnett N.E. Sagesser R. Holography-A new tool for soil dynamics. J. Geotech. Eng. 1974, 100(11):31-47. JGENDZ, 0733-9410.
-
(1974)
J. Geotech. Eng.
, vol.100
, Issue.11
, pp. 31-47
-
-
Woods, R.D.1
Barnett, N.E.2
Sagesser, R.3
-
22
-
-
77951490698
-
Research and application of seismic isolation system for building structures
-
Zhou F.L. Tan P. Xian Q.L. Huang X.Y. Yang Z. Research and application of seismic isolation system for building structures. J. Archit. Civil Eng. 2006, 12(2):1-8.
-
(2006)
J. Archit. Civil Eng.
, vol.12
, Issue.2
, pp. 1-8
-
-
Zhou, F.L.1
Tan, P.2
Xian, Q.L.3
Huang, X.Y.4
Yang, Z.5
|