Seismic Site Classification from Surface Wave Data to Vs,30 without Inversion-Reference-Cited by-同舟云学术

Seismic Site Classification from Surface Wave Data to Vs,30 without Inversion

Published:2021-06 Issue:6 Volume:147 Page:04021029
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lin Shibin¹,Gucunski Nenad²,Shams Sadegh³,Wang Yujin⁴

Affiliation:

1. Associate Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China; Postdoctoral Research Associate, Jangho Group Company Limited, No. 5 Niuhui North Fifth St., Beijing 101300, China.

2. Professor, Dept. of Civil and Environmental Engineering, Rutgers Univ., 96 Frelinghuysen Rd., Piscataway, NJ 08854.

3. Research Engineer, Genex Systems, Turner-Fairbank Highway Research Center, 6300 Georgetown Pike, McLean, VA 22101.

4. Lecturer, College of Ocean and Civil Engineering, Dalian Ocean Univ., Dalian 116023, China; Postdoctoral Research Associate, Jangho Group Company Limited, No. 5 Niuhui North Fifth St., Beijing 101300, China (corresponding author).

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.1943-5606.0002526

Reference37 articles.

1. Comparisons of the NGA Ground-Motion Relations

2. Critical Depths for Higher Modes by Minimally-invasive Multimodal Surface Wave (MMSW) Method: Simulations and Field Test

3. Bamarouf T. L. V. Socco and C. Comina. 2017. “Direct statics estimation from ground roll data—The role of higher modes.” In Proc. 79th EAGE Conf. & Exhibition. Houten the Netherlands: European Association of Geoscientists & Engineers.

4. Regional Correlations of VS30 and Velocities Averaged Over Depths Less Than and Greater Than 30 Meters

5. Brown L. T. J. G. Diehl and R. L. Nigbor. 2000. “A simplified procedure to measure average shear-wave velocity to a depth of 30 m (VS30).” In Proc. 12th World Conf. Earthquake Engineering. Auckland New Zealand: New Zealand Society for Earthquake Engineering.

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