000010216 001__ 10216
000010216 005__ 20141205155704.0
000010216 04107 $$aeng
000010216 046__ $$k2008-10-12
000010216 100__ $$aHeidari, Mojtaba
000010216 24500 $$aStatic and Dynamic Behavior Analysis of Neka Dry Dock Walls,a Case Study

000010216 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010216 260__ $$b
000010216 506__ $$arestricted
000010216 520__ $$2eng$$aSpecial 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.

000010216 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010216 653__ $$adry dock, retaining wall, steel sheet pile, time history, Neka

000010216 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010216 720__ $$aHeidari, Mojtaba$$iHassanlou Rad, Mahmoud
000010216 8560_ $$ffischerc@itam.cas.cz
000010216 8564_ $$s189819$$uhttps://invenio.itam.cas.cz/record/10216/files/04-01-0143.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-01-0143.
000010216 962__ $$r9324
000010216 980__ $$aPAPER