Dynamic response of a tall building next to deep excavation considering soil–structure interaction

Author:

Akhtarpour AliORCID,Mortezaee Mahbubeh

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference44 articles.

1. ASCE Standard ASCE/SEI 7-10. (2010). Minimum design loads for buildings and other structures. Virginia: American Society of Civil Engineers.

2. Bielak, R. W., & Penzien, J. (1993). Dynamic of structures. New York: Mc Grow-Hill, Inc.

3. Briaud, J. L., & Lim, Y. (1997). Soil-nailed wall under piled bridge abutment: Simulation and guidelines. Journal of Geotechnical and Geoenvironmental Engineering, 123(11), 1043–1050.

4. Brinkgreve, R.B.J., Kappert, M. H., Bonnier, P. G. (2007). Hysteretic damping in a small-strain stiffness model. In X. Pande, & S. Pietruszczak (Eds) Numerical models in geotechnics-NUMOG (pp. 737–742). London: Taylor & Francis Group. ISBN 978-0-415-44027-1.

5. Brinkgreve, R. B. J., Engine, E., & Wolfs, W. M. (2012) PLAXIS2D: material models manual. Plaxis bv. Delft.

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