Discussion of “Kinematic Bending of Fixed-Head Piles in Nonhomogeneous Soil” by Raffaele Di Laora and Emmanouil Rovithis
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 2
Get full access to this article
View all available purchase options and get full access to this article.
References
Anoyatis, G., Di Laora, R., Mandolini, A., and Mylonakis, G. (2013). “Kinematic response of single piles for different boundary conditions: Analytical solutions and normalization schemes.” Soil Dyn. Earthquake Eng., 44, 183–195.
Gazetas, G. (1991). “Foundation vibrations.” Foundation engineering handbook, H. Y. Fang, ed., Van Nostrand Reinhold, New York, 553–593.
Karatzia, X., and Mylonakis, G. (2012). “Horizontal response of piles in inhomogeneous soil: Simple analysis.” Proc., 2nd Int. Conf. on Performance-Based Design in Earthquake Geotechnical Engineering, M. Maugeri, ed., Taormina, Italy, 1312–1327.
Mineiro, A. J. C. (1990). “Simplified procedure for evaluating earthquake loading on piles.” De Mello Volume, Lisbon, Portugal.
Mylonakis, G. (1995). “SPIAB 3.0: User’s manual.” State Univ. of New York, Buffalo, New York.
Mylonakis, G., and Nikolaou, S. (2002). “Design methods for earthquake-induced pile bending.” Int. Conf. and Exposition, Deep Foundations Institute, Nice, France.
Syngros, C. (2004). “Seismic response of piles and pile-supported bridge piers evaluated through case histories.” Ph.D. dissertation, City College of New York.
Information & Authors
Information
Published In
Copyright
© 2015 American Society of Civil Engineers.
History
Received: May 25, 2015
Accepted: Jul 23, 2015
Published online: Dec 17, 2015
Published in print: Feb 1, 2016
Discussion open until: May 17, 2016
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.