Ein Bemessungsmodell für Monopilegründungen unter zyklischen Horizontallasten

Author:

Ta&&numan Ercan,Rackwitz Frank,Glasenapp Ralf

Publisher

Wiley

Subject

Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. Achmus , M. Kuo , Y.-S. Abdel-Rahman , K. Zur Bemessung von Monopiles für zyklische Lasten. Bauingenieur 83 (2008), S. 303-311.

2. API 2000 Recommended practice for planning, designing and constructing fixed offshore platforms - working stress design. American Petroleum Institute, RP 2A-WSD, Washington D.C. 2000.

3. Ashour , M. Norris , G. Pilling , P. Lateral loading of a pile in layered soil using the strain wedge model. Journal of Geotechnical and Geoenviromental Engineering 124 (1998), No. 4, pp. 303-315.

4. Ashour , M. Norris , G. Modeling lateral soil-pile response based on soil-pile interaction. Journal of Geotechnical and Geoenviromental Engineering 126 (2000), No. 5, pp. 420-428.

5. Ashour , M. Norris , G. Elfass , S. Analysis of laterally loaded long or intermediate drilled shafts of small or large diameter in layered soil. Report No.: CCEER 04-05, Department of Civil Engineering, University of Nevada, Reno, 2004.

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