Approach for Estimating Seismic Compression Using Site Response Analyses-Reference-Cited by-同舟云学术

Approach for Estimating Seismic Compression Using Site Response Analyses

Published:2016-06 Issue:6 Volume:142 Page:04016015
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lasley Samuel J.¹,Green Russell A.²,Chen Qingsheng³,Rodriguez-Marek Adrian⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061.

2. Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061 (corresponding author).

3. Research Fellow, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 117576; formerly, Associate Research Fellow, School of Civil, Mining, and Environmental Engineering, Univ. of Wollongong, NSW, Australia.

4. Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061.

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.1943-5606.0001478

Reference50 articles.

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2. ASTM. (2011a). “Practices for cycle counting in fatigue analysis.” ASTM E1049-85 West Conshohocken PA.

3. ASTM. (2011b). “Standard practice for classification of soils for engineering purposes (unified soil classification system).” ASTM D2487-11 West Conshohocken PA.

4. A ground motion selection algorithm based on the generalized conditional intensity measure approach

5. Byrne P. (1991). “A cyclic shear-volume coupling and pore pressure model for sand.” Proc. 2nd Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics Missouri Univ. of Science and Technology Rolla MO 47–55.

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