Analysis of Seismic Earth Pressure Acting on Basement Walls of Buildings Using 1g Shaking Table Model Test

Author:

Hwang Byong-Youn1,Hwang Tae-Hun1,Kim Kyeong-Sun1,Kim Jun-Woo1,Kim Sung-Ryul1

Affiliation:

1. Seoul National Univ.

Publisher

The Japanese Geotechnical Society

Reference11 articles.

1. 1) Coulomb, C. A. (1776): An attempt to apply the rules of maxima and minima to several problems of stability related tp architecture, Mémoires de l’Académie Royale des Sciences, 7, 343-382.

2. 2) Iai, S. (1989): Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field, Soils and Foundations, 29(1), 105-118.

3. 3) Geraili Mikola, R., Candia, G., and Sitar, N. (2016): Seismic earth pressures on retaining structures and basement walls in cohesionless soils, Journal of Geotechnical and Geoenvironmental Engineering, 140(10), 04016047.

4. 4) Mononobe, N. and Matsuo, H. (1929): On the determination of earth pressure during earthquakes, Proceedings of the World Engineering Conference, 9.

5. 5) NIST. (2012). Soil-structure interaction for building structures. Report No. NIST GCR 12-917-21. Maryland: NEHRP Consultants Joint Venture.

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