-
1
-
-
0005321891
-
-
American Association of State Highway and Transportation Officials, Washington, DC, USA
-
AASHTO (1983) Guide Specifications for Seismic Design of Highway Bridges, American Association of State Highway and Transportation Officials, Washington, DC, USA.
-
(1983)
Guide Specifications for Seismic Design of Highway Bridges
-
-
-
2
-
-
0029191098
-
Modeling of soil-pile superstructure interaction for bridge foundations, performance of deep foundations under seismic loading
-
Abghari, A. and Chai, J. (1995) Modeling of soil-pile superstructure interaction for bridge foundations, Performance of Deep Foundations under Seismic Loading. ASCE Geotechnical Special Publication No. 51, pp. 45-59.
-
(1995)
ASCE Geotechnical Special Publication
, Issue.51
, pp. 45-59
-
-
Abghari, A.1
Chai, J.2
-
6
-
-
0036478249
-
Regional modeling of liquefaction induced ground deformation
-
Bardet, J.P., Tobita, T., Mace, N. and Hu, J. (2002) Regional modeling of liquefaction induced ground deformation. Earthquake Spectra 18(1), 19-46.
-
(2002)
Earthquake Spectra
, vol.18
, Issue.1
, pp. 19-46
-
-
Bardet, J.P.1
Tobita, T.2
Mace, N.3
Hu, J.4
-
8
-
-
10944221268
-
Behavior of piles in laterally spreading ground during earthquakes
-
Sacramento, CA
-
Brandenburg S.J., Singh, P., Boulanger, R.W, Kutter. B.L. (2001) Behavior of piles in laterally spreading ground during earthquakes. CDROM Proc. 6th CALTRANS Seismic Research Workshop, Sacramento, CA.
-
(2001)
CDROM Proc. 6th CALTRANS Seismic Research Workshop
-
-
Brandenburg, S.J.1
Singh, P.2
Boulanger, R.W.3
Kutter, B.L.4
-
9
-
-
17444378850
-
Mechanisms of load transfer between pile groups and laterally spreading non-liquefied crust layers
-
Abstract Volume
-
Brandenburg, S.J., Boulanger, R.W, Chang, D. and Kutter, B.L. (2005) Mechanisms of load transfer between pile groups and laterally spreading non-liquefied crust layers, Proceedings, International Symposium on Earthquake Engineering Commemorating 10th Anniversary of the 1995 Kobe Earthquake (ISEE Kobe 2005), Abstract Volume, p 59.
-
(2005)
Proceedings, International Symposium on Earthquake Engineering Commemorating 10th Anniversary of the 1995 Kobe Earthquake (ISEE Kobe 2005)
, pp. 59
-
-
Brandenburg, S.J.1
Boulanger, R.W.2
Chang, D.3
Kutter, B.L.4
-
10
-
-
0000015529
-
Lateral behavior of a pile group in sand
-
Brown, D.A. and Bollman, H.T. (1996) Lateral behavior of a pile group in sand. Journal of Geotechnical Engineering, ASCE 114(11), 1261-1276.
-
(1996)
Journal of Geotechnical Engineering, ASCE
, vol.114
, Issue.11
, pp. 1261-1276
-
-
Brown, D.A.1
Bollman, H.T.2
-
12
-
-
0003149148
-
Discussion of lateral pile loading tests
-
Chang, Y.L. (1937) Discussion of lateral pile loading tests. Transactions of ASCE 102, 272-278.
-
(1937)
Transactions of ASCE
, vol.102
, pp. 272-278
-
-
Chang, Y.L.1
-
14
-
-
0001062691
-
Centrifuge modeling of liquefaction effects during earthquakes
-
K. Ishihara (ed.), Tokyo, Japan
-
Dobry, R., Taboada, V. and Liu, L. (1995) Centrifuge modeling of liquefaction effects during earthquakes. In: K. Ishihara (ed.), Proc. 1st Int. Conf. on Earthquake Engineering, Vol. 3, pp. 1291-1324, Tokyo, Japan.
-
(1995)
Proc. 1st Int. Conf. on Earthquake Engineering
, vol.3
, pp. 1291-1324
-
-
Dobry, R.1
Taboada, V.2
Liu, L.3
-
17
-
-
17444370421
-
Lessons from recent earthquakes on foundation performance, design and analysis
-
Faculty of Engineering, Kagawa University, FEKU TN009
-
Finn, W.D. Liam (1999) Lessons from recent earthquakes on foundation performance, design and analysis, In: Proc., Inaugural Anabuki Chair Symposium, Faculty of Engineering, Kagawa University, FEKU TN009.
-
(1999)
Proc., Inaugural Anabuki Chair Symposium
-
-
Liam, F.W.D.1
-
18
-
-
0017503345
-
An effective stress model for liquefaction
-
Proc. Paper, 13008
-
Finn, W.D. Liam, Lee, K.W. and Martin, G.R. (1977) An effective stress model for liquefaction. Journal of the Geotechnical Engineering Division, ASCE, Proc. Paper, 13008, 103, 517-533.
-
(1977)
Journal of the Geotechnical Engineering Division, ASCE
, vol.103
, pp. 517-533
-
-
Liam, F.W.D.1
Lee, K.W.2
Martin, G.R.3
-
20
-
-
17444415986
-
-
Report, Soil Mechanics Group, Department of Civil Engineering, University of British Columbia, Vancouver, BC, Canada
-
Finn, W.D. Liam and Yogendrakumar, M. (1988) Tara-3FL: computer program for the analysis of large strain flow deformations, Report, Soil Mechanics Group, Department of Civil Engineering, University of British Columbia, Vancouver, BC, Canada
-
(1988)
Tara-3FL: Computer Program for the Analysis of Large Strain Flow Deformations
-
-
Liam, F.W.D.1
Yogendrakumar, M.2
-
21
-
-
0033404718
-
Seismic analysis of piles and pile groups in liquefiable sand
-
Graz, Austria, September
-
Finn, W.D. Liam, Thavaraj, T., Wilson, D.W., Boulanger, R.W. and Kutter, B. (1999) Seismic analysis of piles and pile groups in liquefiable sand. In Proceedings, 7th International Symposium on Numerical Models in Geomechanics, NUMOG VI, Graz, pp. 287-292, Austria, September.
-
(1999)
Proceedings, 7th International Symposium on Numerical Models in Geomechanics, NUMOG VI
, pp. 287-292
-
-
Liam, F.W.D.1
Thavaraj, T.2
Wilson, D.W.3
Boulanger, R.W.4
Kutter, B.5
-
22
-
-
17444429913
-
Deep foundations in liquefiable soils: Case histories, centrifuge tests and methods of analysis
-
San Diego, CA, March 26-31
-
Finn, W.D. Liam and Thavaraj, T. (2001) Deep foundations in liquefiable soils: case histories, centrifuge tests and methods of analysis. In CD-ROM Proceedings, 4th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, CA, March 26-31.
-
(2001)
CD-ROM Proceedings, 4th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
-
-
Liam, F.W.D.1
Thavaraj, T.2
-
23
-
-
0003558245
-
-
Blackie and Son, Glasgow, UK
-
Fleming, W.G.K., Weltman, A.J. and Randolph, M.F. (1992) Piling Engineering, second edition. Blackie and Son, Glasgow, UK.
-
(1992)
Piling Engineering, Second Edition
-
-
Fleming, W.G.K.1
Weltman, A.J.2
Randolph, M.F.3
-
24
-
-
0021230437
-
Horizontal response of piles in layered soils
-
ASCE
-
Gazetas, G. and Dobry, R. (1984) Horizontal response of piles in layered soils. Journal of Geotechnology Engineering, ASCE, 110(1), pp. 20-40.
-
(1984)
Journal of Geotechnology Engineering
, vol.110
, Issue.1
, pp. 20-40
-
-
Gazetas, G.1
Dobry, R.2
-
26
-
-
0021618050
-
An evaluation of p-y relationships in cohesive soils
-
J.R. Meyer (ed.), ASCE National Convention, San Francisco, California, Oct. 1-5, 1984
-
Gazioglu, S.M. and O'Neill, M.W. (1984) An evaluation of p-y relationships in cohesive soils. In: J.R. Meyer (ed.), Proceedings of the ASCE Symposium on Analysis and Design of Pile Foundations, ASCE National Convention, San Francisco, California, Oct. 1-5, 1984.
-
(1984)
Proceedings of the ASCE Symposium on Analysis and Design of Pile Foundations
-
-
Gazioglu, S.M.1
O'Neill, M.W.2
-
27
-
-
0008403598
-
-
PhD. Thesis, Department of Civil Engineering, University of British Columbia, Vancouver, Canada
-
Gohl, W.B. (1991) Response of pile foundations to simulated earthquake loading: experimental and analytical results. PhD. Thesis, Department of Civil Engineering, University of British Columbia, Vancouver, Canada.
-
(1991)
Response of Pile Foundations to Simulated Earthquake Loading: Experimental and Analytical Results
-
-
Gohl, W.B.1
-
28
-
-
0003768617
-
-
Association for Development of Earthquake
-
Hamada, M., Yasuda, S., Isoyama, R. and Emoto, K. (1986) Study on Liquefaction Induced Permanent Ground Displacements. Association for Development of Earthquake.
-
(1986)
Study on Liquefaction Induced Permanent Ground Displacements
-
-
Hamada, M.1
Yasuda, S.2
Isoyama, R.3
Emoto, K.4
-
32
-
-
0003419169
-
-
Report No. EERC-1984/17, Earthquake Engineering Research Center, University of California, Berkeley, CA
-
Imbsen, R.A. and Penzien, I (1986) Evaluation of Energy Absorption Characteristics of Highway Bridges under Seismic Conditions, Vol. I. Report No. EERC-1984/17, Earthquake Engineering Research Center, University of California, Berkeley, CA.
-
(1986)
Evaluation of Energy Absorption Characteristics of Highway Bridges under Seismic Conditions
, vol.1
-
-
Imbsen, R.A.1
Penzien, I.2
-
33
-
-
0018939423
-
Seismic p-y response of flexible piles
-
Kagawa, T. and Kraft, L. (1980) Seismic p-y response of flexible piles. Journal of Geotechnical Engineering, ASCE, 106, GT8, 899-919.
-
(1980)
Journal of Geotechnical Engineering, ASCE
, vol.106
, Issue.GT8
, pp. 899-919
-
-
Kagawa, T.1
Kraft, L.2
-
34
-
-
17444397982
-
Full-scale failure tests on laterally loaded group piles
-
Singapore
-
Kimura, M., Kosa, K. and Morita, Y. (1994) Full-scale failure tests on laterally loaded group piles. In: Proc., 3rd Int. Conf. on Deep Foundation Practice incorporating PILE-TALK International '94, Singapore, pp. 147-154.
-
(1994)
Proc., 3rd Int. Conf. on Deep Foundation Practice Incorporating PILE-TALK International '94
, pp. 147-154
-
-
Kimura, M.1
Kosa, K.2
Morita, Y.3
-
35
-
-
0342437690
-
-
Report No. FHWA/RD-86/102, Federal Highway Administration, Virginia
-
Lam, I and Martin, G.R. (1986) Seismic design of highway bridge foundations, Vol. II, Design procedures and guidelines. Report No. FHWA/RD-86/102, Federal Highway Administration, Virginia.
-
(1986)
Seismic Design of Highway Bridge Foundations, Vol. II, Design Procedures and Guidelines
-
-
Lam, I.1
Martin, G.R.2
-
36
-
-
0002807568
-
Effect of liquefaction on lateral response of piles by centrifuge tests
-
(NCEER) Bulletin
-
Liu, I. and Dobry, R. (1995) Effect of liquefaction on lateral response of piles by centrifuge tests. National Centre for Earthquake Engineering Research. (NCEER) Bulletin, 9(1), 7-11.
-
(1995)
National Centre for Earthquake Engineering Research
, vol.9
, Issue.1
, pp. 7-11
-
-
Liu, I.1
Dobry, R.2
-
37
-
-
10944256218
-
The seismic design of bridges - Geotechnical and foundation design issues
-
Los Angeles, July, ASCE Geotechnical Special Publication, No. 126
-
Martin, G.R. (2004) The seismic design of bridges - geotechnical and foundation design issues. In: Proc., ASCE Specialty Conference on Geotechnical Engineering for Transportation Projects, Vol. 1 pp. 137-166, Los Angeles, July, ASCE Geotechnical Special Publication, No. 126.
-
(2004)
Proc., ASCE Specialty Conference on Geotechnical Engineering for Transportation Projects
, vol.1
, pp. 137-166
-
-
Martin, G.R.1
-
38
-
-
0016508962
-
Fundamentals of liquefaction under cyclic loading
-
Martin, G.R., W.D. Liam Finn and H.B. Seed (1975) Fundamentals of liquefaction under cyclic loading. Journal of Geotechnical Engineering Division, ASCE 101 (GT5) 423-438.
-
(1975)
Journal of Geotechnical Engineering Division, ASCE
, vol.101
, Issue.GT5
, pp. 423-438
-
-
Martin, G.R.1
Liam Finn, W.D.2
Seed, H.B.3
-
40
-
-
0029694746
-
Foundation damage of structures
-
Japanese Geotechnical Society, January
-
Matsui, T. and Oda, K. (1996) Foundation damage of structures. Special Issue of Soils and Foundations, pp. 189-200, Japanese Geotechnical Society, January.
-
(1996)
Special Issue of Soils and Foundations
, pp. 189-200
-
-
Matsui, T.1
Oda, K.2
-
42
-
-
0004671699
-
Simulation of lateral pile behavior under earthquake loading
-
Pasadena, California
-
Matlock, H., Foo, S.H.C. and Bryant, L.M. (1978) Simulation of lateral pile behavior under earthquake loading. In Proc., Earthquake Engineering and Soil Dynamics, ASCE Specialty Conference, pp. 601-619, Pasadena, California.
-
(1978)
Proc., Earthquake Engineering and Soil Dynamics, ASCE Specialty Conference
, pp. 601-619
-
-
Matlock, H.1
Foo, S.H.C.2
Bryant, L.M.3
-
43
-
-
17444382957
-
Recommended LFRD Guidelines for the Seismic Design of Highway Bridges, Part I: Specifications
-
MCEER/ATC49. MCEER Report No. MCEER-03SP03, University of Buffalo, Buffalo, NY
-
MCEER/ATC (2003) Recommended LFRD Guidelines for the Seismic Design of Highway Bridges, Part I: Specifications, Part I: Commentary and Appendices. MCEER/ATC49. MCEER Report No. MCEER-03SP03, University of Buffalo, Buffalo, NY.
-
(2003)
Part I: Commentary and Appendices
-
-
-
44
-
-
0021631946
-
An evaluation of p-y relationships in cohesionless soils
-
J.M. Meyer (ed.), ASCE National Convention, San Francisco, California, Oct 1-5
-
Murchison, J.M. and O'Neill, M.W. (1984) An evaluation of p-y relationships in cohesionless soils, In J.M. Meyer (ed.), Proceedings of the ASCE Symposium on Analysis and Design of Pile Foundations, pp. 174-191, ASCE National Convention, San Francisco, California, Oct 1-5.
-
(1984)
Proceedings of the ASCE Symposium on Analysis and Design of Pile Foundations
, pp. 174-191
-
-
Murchison, J.M.1
O'Neill, M.W.2
-
46
-
-
17444407318
-
Centrifuge testing of plumb and battered pile groups in sand
-
Washington, Disrict of Columbia, Paper No. 551
-
Pinto, P., McVay, M. and Lai, P. (1997) Centrifuge testing of plumb and battered pile groups in sand. In Proc., Transportation Research Board, 17th Annual Meeting, pp. 1-17, Washington, Disrict of Columbia, Paper No. 551.
-
(1997)
Proc., Transportation Research Board, 17th Annual Meeting
, pp. 1-17
-
-
Pinto, P.1
McVay, M.2
Lai, P.3
-
48
-
-
0000652324
-
Behaviour of laterally loaded piles: I-single piles and II- Pile groups
-
Poulos, H.G. (1971) Behaviour of laterally loaded piles: I-single piles and II-pile groups. Journal of Soil Mechanics and Foundation Divsion, ASCE, 97(SM5), 711-731, 733-751.
-
(1971)
Journal of Soil Mechanics and Foundation Divsion, ASCE
, vol.97
, Issue.SM5
, pp. 711-731
-
-
Poulos, H.G.1
-
49
-
-
17444432146
-
Centrifuge modeling effects of super-structure stiffness on pile bending moments due to lateral spreading
-
Ramos, R., Abdoun, T. and Dobry, R. (1999) Centrifuge modeling effects of super-structure stiffness on pile bending moments due to lateral spreading. In Proc, ASCE Symposium on Analysis and Design of Lifeline Facilities and Countermeasures Against Liquefaction, pp. 599-608.
-
(1999)
Proc, ASCE Symposium on Analysis and Design of Lifeline Facilities and Countermeasures Against Liquefaction
, pp. 599-608
-
-
Ramos, R.1
Abdoun, T.2
Dobry, R.3
-
50
-
-
0019581419
-
The response of piles to lateral loading
-
Randolph, M.F. (1981) The response of piles to lateral loading. Geotechnique 31(2): 247-259.
-
(1981)
Geotechnique
, vol.31
, Issue.2
, pp. 247-259
-
-
Randolph, M.F.1
-
51
-
-
85049353231
-
Analysis of laterally loaded piles in sand
-
Houston, Tex., Paper No. 80
-
Reese, L.C., Cox, W.R. and Koop, F.D. (1974) Analysis of laterally loaded piles in sand. Proc., 6th Annual Offshore Technology Conf, Houston, Tex., Paper No. 80.
-
(1974)
Proc., 6th Annual Offshore Technology Conf
-
-
Reese, L.C.1
Cox, W.R.2
Koop, F.D.3
-
52
-
-
0032098317
-
Lateral load behavior of full scale pile group in clay
-
Rollins, Kyle M., Peterson, Kris T. and Weaver, Thomas J. (1998) Lateral load behavior of full scale pile group in clay. Journal of Geotechnology and Geoenvironmental Engineering, ASCE 124(6), 468-478.
-
(1998)
Journal of Geotechnology and Geoenvironmental Engineering, ASCE
, vol.124
, Issue.6
, pp. 468-478
-
-
Rollins, K.M.1
Peterson, K.T.2
Weaver, T.J.3
-
53
-
-
0346479432
-
NEHRP Guidelines and Commentary for Seismic Rehabilitation of Buildings
-
Shapiro, D., Rojahn, C., Reavely, L.D., Smith, J.R. and Morelli, U. (2000) NEHRP Guidelines and Commentary for Seismic Rehabilitation of Buildings. Earthquake Spectra 16(1), pp. 227-240.
-
(2000)
Earthquake Spectra
, vol.16
, Issue.1
, pp. 227-240
-
-
Shapiro, D.1
Rojahn, C.2
Reavely, L.D.3
Smith, J.R.4
Morelli, U.5
-
54
-
-
0003466716
-
-
Report No. EERC72-12, Earthquake Engineering Research Center, University of California, Berkeley, CA
-
Schnabel, P.B., Lysmer, J. and Seed, H.B. (1972) SHAKE: A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites. Report No. EERC72-12, Earthquake Engineering Research Center, University of California, Berkeley, CA.
-
(1972)
SHAKE: A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites
-
-
Schnabel, P.B.1
Lysmer, J.2
Seed, H.B.3
-
55
-
-
0003992081
-
-
Report #EERC70-10, Earthquake Engineering Research Center, Berkeley, CA
-
Seed, H.B. and Idriss, I.M. (1970) Soil Moduli and Damping Factors for Dynamic Response Analysis. Report #EERC70-10, Earthquake Engineering Research Center, Berkeley, CA.
-
(1970)
Soil Moduli and Damping Factors for Dynamic Response Analysis
-
-
Seed, H.B.1
Idriss, I.M.2
-
56
-
-
84994475389
-
Evaluation of coefficient of subgrade reaction
-
Terzaghi, K. (1955) Evaluation of coefficient of subgrade reaction, Geotechnique 5(4), 297-326.
-
(1955)
Geotechnique
, vol.5
, Issue.4
, pp. 297-326
-
-
Terzaghi, K.1
-
59
-
-
0015129155
-
Lateral and rocking vibration of footings
-
Veletsos, A.S. and Wei, Y.T. (1971) Lateral and rocking vibration of footings. Journal of Soil Mechanics and Foundation Division, ASCE 97(SM9), 1227-1248.
-
(1971)
Journal of Soil Mechanics and Foundation Division, ASCE
, vol.97
, Issue.SM9
, pp. 1227-1248
-
-
Veletsos, A.S.1
Wei, Y.T.2
-
60
-
-
17444396223
-
Dynamic evaluation of a medium span bridge by modal testing
-
Halifax, Nova Scotia, August 8-11
-
Ventura, C.E., Felber A.J. and Prion H.G.L. (1994a) Dynamic Evaluation of a Medium Span Bridge by Modal Testing. In Proceedings of the 4th International Conference on Short and Medium Span Bridges, pp. 545-556, Halifax, Nova Scotia, August 8-11.
-
(1994)
Proceedings of the 4th International Conference on Short and Medium Span Bridges
, pp. 545-556
-
-
Ventura, C.E.1
Felber, A.J.2
Prion, H.G.L.3
-
61
-
-
17444399596
-
Dynamic characteristics of bridges by experimental investigations of ambient vibrations - Queensborough bridge
-
Chicago, Illinois, July
-
Ventura C.E., Felber A.J. and Stiemer S.F. (1994b) Dynamic Characteristics of Bridges by Experimental Investigations of Ambient Vibrations - Queensborough Bridge. In Proceedings, 5th US National Conference on Earthquake Engineering, Vol. II, pp. 733-742, Chicago, Illinois, July.
-
(1994)
Proceedings, 5th US National Conference on Earthquake Engineering
, vol.2
, pp. 733-742
-
-
Ventura, C.E.1
Felber, A.J.2
Stiemer, S.F.3
-
62
-
-
17444394756
-
Implications for the design of shear wall buildings using data from recent earthquakes
-
Palm Springs, CA
-
Wallace, J.W., Moehle, J.P. and Martinez-Cruzado, J. (1990) Implications for the design of shear wall buildings using data from recent earthquakes. In Proc. 4th U.S. National Conference on Earthquake Engineering, Palm Springs, CA.
-
(1990)
Proc. 4th U.S. National Conference on Earthquake Engineering
-
-
Wallace, J.W.1
Moehle, J.P.2
Martinez-Cruzado, J.3
-
63
-
-
0942282876
-
Development of p-y curves for a 0.6 m diameter CISS pile in liquefied sand
-
Sacramento, CA
-
Weaver, T.J., Ashford, S.A. and Rollins, K.M. (2001) Development of p-y curves for a 0.6 m diameter CISS pile in liquefied sand, CDROM Proc. 6th CALTRANS Seismic Research Workshop, Sacramento, CA.
-
(2001)
CDROM Proc. 6th CALTRANS Seismic Research Workshop
-
-
Weaver, T.J.1
Ashford, S.A.2
Rollins, K.M.3
-
65
-
-
79961013969
-
Dynamic centrifuge tests of pile supported structures in liquefiable sand
-
Sponsored by Federal Highways Admin, and CALTRANS, San Diego, CA
-
Wilson, D.W., Boulanger, R.W., Kutter, B.L. and Abghari, A. (1995) Dynamic centrifuge tests of pile supported structures in liquefiable sand. In Proc National Seismic Conf. on Bridges and Highways. Sponsored by Federal Highways Admin, and CALTRANS, San Diego, CA.
-
(1995)
Proc National Seismic Conf. on Bridges and Highways
-
-
Wilson, D.W.1
Boulanger, R.W.2
Kutter, B.L.3
Abghari, A.4
-
66
-
-
0034306445
-
Observed lateral resistance of liquefying sand
-
Wilson, D.W., Boulanger, R.W. and Kutter, B.L. (2000) Observed lateral resistance of liquefying sand. Journal of Geotechnology and Geoenvironmental Engineering, ASCE, 126(10). pp. 898-906.
-
(2000)
Journal of Geotechnology and Geoenvironmental Engineering, ASCE
, vol.126
, Issue.10
, pp. 898-906
-
-
Wilson, D.W.1
Boulanger, R.W.2
Kutter, B.L.3
-
67
-
-
0031079068
-
Dynamic elastic analysis of pile foundations using the finite element method in the frequency domain
-
Wu, G. and Finn, W.D. Liam (1997a) Dynamic elastic analysis of pile foundations using the finite element method in the frequency domain. Canadian Geotechnical Journal 34(1), 34-43.
-
(1997)
Canadian Geotechnical Journal
, vol.34
, Issue.1
, pp. 34-43
-
-
Wu, G.1
Finn, W.D.L.2
-
68
-
-
0031076333
-
Dynamic nonlinear analysis of pile foundations using the finite element method in the time domain
-
Wu, G. and Finn, W.D. Liam (1997b) Dynamic nonlinear analysis of pile foundations using the finite element method in the time domain. Canadian Geotechnical Journal 34(1), 44-52.
-
(1997)
Canadian Geotechnical Journal
, vol.34
, Issue.1
, pp. 44-52
-
-
Wu, G.1
Finn, W.D.L.2
-
69
-
-
17444416352
-
-
Report, Soil Mechanics Group, Department of Civil Engineering, University of British Columbia, Vancouver, BC Canada
-
Yoshida, N, and Yoshida, H. (1986) TARA-3: A computer program to compute the response of 2-D embankments and soil-structure interaction systems to seismic loading. Report, Soil Mechanics Group, Department of Civil Engineering, University of British Columbia, Vancouver, BC Canada.
-
(1986)
TARA-3: A Computer Program to Compute the Response of 2-D Embankments and Soil-structure Interaction Systems to Seismic Loading.
-
-
Yoshida, N.1
Yoshida, H.2
-
70
-
-
0002796906
-
Revised MLR equations for predicting lateral spread displacement
-
Technical Report MCEER-99-0019, MCEER, University of Buffalo, Buffalo, NY
-
Youd, T.L., Hansen, C.M. and Bartlett, S.F. (1999) Revised MLR equations for predicting lateral spread displacement. In Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures against Liquefaction, Technical Report MCEER-99-0019, MCEER, University of Buffalo, Buffalo, NY.
-
(1999)
Proc., 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Liquefaction
-
-
Youd, T.L.1
Hansen, C.M.2
Bartlett, S.F.3
|