Numerical evaluation of buckling in steel pipe piles during vibratory installation-Reference-Cited by-同舟云学术

Numerical evaluation of buckling in steel pipe piles during vibratory installation

Published:2019-07 Issue: Volume:122 Page:327-336
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Bakroon Montaser,Daryaei Reza,Aubram Daniel,Rackwitz Frank

Funder

German Academic Exchange Service

Publisher

Elsevier BV

Subject

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

Reference44 articles.

1. Theory of elastic stability;Timoshenko,1961

2. Buckling considerations in pile design. Frontiers in offshore geotechnics: isfog 2005;Bhattacharya,2005

3. DIN EN 1993-1-6:2007. Design of steel structures - Part 1-6: Strength and stability of shell structures. Eurocode 3; 2007.

4. Aldridge TR, Carrington TM, Kee NR. Propagation of pile tip damage during installation. Frontiers in offshore geotechnics, In: ISFOG 2005 - Proceedings of the 1st international symposium on frontiers in offshore geotechnics 2005. p. 823–7. 〈https://www.doi.org/10.1201/NOE0415390637.ch94〉.

5. Principles of structural stability theory;Chajes,1974

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