Discussion of “Dynamic Response Verification of Simplified Bridge‐Foundation Model” by M. Levine and R. Scott (February, 1989, Vol. 115, No. 2)
Publication: Journal of Geotechnical Engineering
Volume 117, Issue 8
0733-9410(1991)117:8(1281.2)/asset/abea4c8d-e1e6-4f72-8135-34c4d950b075/assets/(asce)0733-9410(1991)117:8(1281.2).fp.png)
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References
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Douglas, B. M., and Richardson, J. A. (1984). “Maximum amplitude dynamic tests of a highway bridge.” Proc. Eighth World Conf. on Earthquake Engrg., 6, 889–896.
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Norris, G. M. (1986a). “Evaluation of the nonlinear stabilized rotational stiffness of pile groups.” Proc. 37th Highway Geology Symp., 331–386.
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Norris, G. M. (1986b). “Nonstable rotational stiffness of a pile group.” Proc. Third U.S. Nat. Conf. on Earthquake Engrg., I, 635–646.
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Norris, G. M. (1987). “Foundation stiffness evaluation for seismic analysis of highway bridges.” Proc. 23rd Symp. on Engrg. Geology and Soils Engrg., 375–394.
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Norris, G. M. (1988a). “A seismic analysis: Meloland OC during the 1979 EQ.” “Soil properties evaluation from centrifugal models and field performance.” ASCE Geotech. Special Publication No. 17, ASCE, New York, N.Y., 88–117.
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Norris, G. M. (1988). “Liquefaction at the Meloland overcrossing during the Imperial Valley earthquake of 1979.” Bulletin of the Association of Engineering Geologists, 25(2), 235–247.
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Norris, G. M., and Sack, R. L. (1986). “Evaluation of the lateral stiffness of pile groups for seismic analysis of highway bridges.” Proc. 22nd Engrg. Geology and Soils Engrg. Symp., 323—363.
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Published In
Journal of Geotechnical Engineering
Volume 117 • Issue 8 • August 1991
Pages: 1281 - 1282
Copyright
Copyright © 1991 ASCE.
History
Published online: Aug 1, 1991
Published in print: Aug 1991
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