Responses of Liquefiable Soils in Pile Group Foundations of Tall Buildings from Shaking Table Tests-Reference-Cited by-同舟云学术

Responses of Liquefiable Soils in Pile Group Foundations of Tall Buildings from Shaking Table Tests

Published:2016-05 Issue:2 Volume:15 Page:311-318
ISSN:1346-7581
Container-title:Journal of Asian Architecture and Building Engineering
language:en
Short-container-title:Journal of Asian Architecture and Building Engineering

Author:

Li Peizhen¹,Yang Jinping²,Lu Zheng¹,Lu Xilin³

Affiliation:

1. Associate Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, China

2. Doctoral Student, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, China

3. Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, China

Publisher

Informa UK Limited

Subject

Arts and Humanities (miscellaneous),Building and Construction,Cultural Studies,Architecture,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.3130/jaabe.15.311

Reference29 articles.

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2. 2) Bardet, J. P. and Tobita, T. (2001), NERA - A computer program for nonlinear earthquake site response analyses of layered soil deposits, University of Southern California, http://gees.usc.edu/GEES/.

3. 3) Chang, C. Y., Mok, C. M., Power, M. S. and Tang, Y. K. (1991), Analysis of ground response data at Lotung large-scale soil-structure interaction experiment site, Rep. NP-7306-SL, Electric Power Research Institute, Palo Alto, CA.

4. 4) Chen, G. X., Wang, Z. H., Zuo, X., Du, X. L., Gao, H. M. (2013), ″Shaking table test on the seismic failure characteristics of a subway station structure on liquefiable ground″, Earthquake Eng. & Struct. Dyn., 42(10), pp.489-1507.

5. 5) Elgamal, A. W., Yang, Z. H., Lai, T., Kutter, B. L., and Wilson D. W. (2005), ″Dynamic response of saturated dense sand in laminated centrifuge container″, J. Geotech. Geoenviron. Eng., 131(5), pp.598-609.

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