Elastic and Large-Strain Nonlinear Seismic Site Response from Analysis of Vertical Array Recordings-Reference-Cited by-同舟云学术

Elastic and Large-Strain Nonlinear Seismic Site Response from Analysis of Vertical Array Recordings

Published:2013-10 Issue:10 Volume:139 Page:1789-1801
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Yee Eric¹,Stewart Jonathan P.²,Tokimatsu Kohji³

Affiliation:

1. Assistant Professor, KEPCO International Nuclear Graduate School, Ulsan 689-882, South Korea (corresponding author).

2. Professor and Chair, Civil and Environmental Engineering Dept., Univ. of California, Los Angeles, CA 90095.

3. Professor, Tokyo Institute of Technology, Tokyo 152-8550, Japan.

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%29GT.1943-5606.0000900

Reference39 articles.

1. Abou-Matar H. and Goble G. G. (1997). “SPT dynamic analysis and measurements.” J. Geotech. Geoenviron. Eng. 123(10) 921–928.

2. ASTM. (2000a). “Standard practice for determining the normalized penetration resistance of sands for evaluation of liquefaction potential.” D6066-98 West Conshohocken PA.

3. ASTM. (2000b). “Standard test method for penetration test and split-barrel sampling of soils.” D1586 West Conshohocken PA.

4. ASTM. (2000c). “Standard test methods for modulus and damping of soils by the resonant-column method.” D4015 West Conshohocken PA.

5. On Pads and Filters: Processing Strong-Motion Data

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