Three-Dimensional Simulation of Seismic Slope–Foundation–Structure Interaction for Buildings Near Shallow Slopes-Reference-Cited by-同舟云学术

Three-Dimensional Simulation of Seismic Slope–Foundation–Structure Interaction for Buildings Near Shallow Slopes

Published:2020-01 Issue:1 Volume:20 Page:04019140
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fatahi Behzad¹^ORCID,Huang Bohan²,Yeganeh Navid²,Terzaghi Sergei³,Banerjee Subhadeep⁴

Affiliation:

1. Associate Professor, Geotechnical Engineering, School of Civil and Environmental Engineering, Faculty of Engineering and Information Technology, Univ. of Technology Sydney, City Campus, P.O. Box 123, Broadway, Sydney NSW 2007, Australia (corresponding author). ORCID: .

2. Ph.D. Candidate, School of Civil and Environmental Engineering, Univ. of Technology Sydney, Sydney NSW 2007, Australia.

3. Principal, ARUP, 900 Wilshire Blvd., Los Angeles, CA 90017.

4. Associate Professor, Geotechnical Engineering Div., Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai 600036, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001529

Reference91 articles.

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4. Assimaki D. and S. Jeong. 2011. “Coupled topography-stratigraphy effects during the m 7.0 Haiti earthquake: The case of hotel Montana.” In Proc. 4th Int. Association of Seismology and Physics of the Earth’s Interior/Int. Association of Earthquake Engineering Int. Symp. 2577–2590. Santa Barbara CA: Univ. of California Santa Barbara.

5. Modified Topographic Amplification Factors for a Single-Faced Slope due to Kinematic Soil-Structure Interaction

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