Artificial neural network application to estimate kinematic soil pile interaction response parameters-Reference-Cited by-同舟云学术

Artificial neural network application to estimate kinematic soil pile interaction response parameters

Published:2007-09 Issue:9 Volume:27 Page:892-905
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Ahmad Irshad,Hesham El Naggar M.,Khan Akhtar Naeem

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference22 articles.

1. Kinematic seismic response of piles—importance and modeling;Ahmad;GeoCongress 2006: geotechnical engineering in the information technology age,2006

2. Mizuno H. Pile damage during earthquakes in Japan. In: Nogami T, editor. Dynamic response of pile foundations. New York: American Society of Civil Engineers; 1987. p. 53–78.

3. Margason E. Pile bending during earthquakes. Lecture, 6 March 1975; ASCE-UC/Berkeley seminar on design construction and performance of deep foundations (unpublished).

4. Dobry R, O’Rourke MJ. In: Flores-Berrones R, Whitman RV, editors. Discussion on seismic response of end-bearing piles, vol. 109. ASCE, New York. J Geotech Eng Div 1983.

5. NEHERP. Recommended provisions for seismic regulations for new buildings and other structures. Parts 1 and 2, Building Seismic Safety Council, Washington, DC; 1987.

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