Equivalent Number of Uniform Stress Cycles for Soil Liquefaction Analysis-Reference-Cited by-同舟云学术

Equivalent Number of Uniform Stress Cycles for Soil Liquefaction Analysis

Published:2001-12 Issue:12 Volume:127 Page:1017-1026
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Liu Andrew H.¹²³⁴⁵,Stewart Jonathan P.¹²³⁴⁵,Abrahamson Norman A.¹²³⁴⁵,Moriwaki Yoshi¹²³⁴⁵

Affiliation:

1. Student Member, ASCE

2. Members, ASCE

3. Grad. Student, Dept. of Civ. and Envir. Engrg., Univ. of California, Los Angeles.

4. Asst. Prof., Dept. of Civ. and Envir. Engrg., Univ. of California, Los Angeles, CA 90095. E-mail: jstewart@seas.ucla.edu

5. Seismologist, Pacific Gas and Electric Co., San Francisco, CA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282001%29127%3A12%281017%29

Reference32 articles.

1. Abrahamson N. A. and Silva W. J. ( 1996). “Empirical ground motion models.” Rep. Brookhaven National Laboratory Lipton N.Y.

2. Abrahamson N. A. and Youngs R. R. ( 1992). “A stable algorithm for regression analyses using the random effects model.” Bull. Seismological Soc. of Am. 82(1) 505–510.

3. Ambraseys N. N. ( 1988). “Engineering seismology.” Earthquake Engrg. and Struct. Dyn. 17(1) 1–105.

4. Andrus R. D. and Stokoe K. H. II. ( 1997). “Liquefaction resistance based on shear wave velocity.” Proc. NCEER Workshop on Evaluation of Liquefaction Resistance of Soils T. L. Youd and I. M. Idriss eds. National Center for Earthquake Engineering Research Buffalo N.Y. 89–128.

5. “Equivalent uniform cycle concept for soil dynamics.”;Annaki M.;J. Geotech. Engrg. Div.,1977

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