Static and Dynamic Behavior Analysis of Neka Dry Dock Walls,a Case Study


Abstract eng:
Special details of Neka dry dock such as geotechnical conditions, seepage phenomenon, different construction stages, different loads during construction, operation and earthquake, special geometry of embedded sheet piles, the repair ability assessment after earthquake and defects of exist empirical and theoretical methods dictated the use of stronger tools and noble methods to structure analyze and design. In this paper, brief results of analysis and the used special methods are presented. The analyses were carried out using geotechnical software named PLAXIS, considering the all mentioned parameters to optimize the final design. Despite, the analyses were controlled using geotechnical software named FLAC. The results of two mentioned softwares showed an acceptable compatibility with a fewer difference. Therefore, a suitable assessment of internal structural forces, dynamic deformations and structure repair ability after fully time history analysis was carried out.

Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.



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 Record created 2014-12-05, last modified 2014-12-05


Original version of the author's contribution as presented on CD, Paper ID: 04-01-0143.:
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