Static and Dynamic Behavior Analysis of Neka Dry Dock Walls, A Case Study
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.
dry dock retaining wall steel sheet pile time history Neka
Mojtaba Heidari Mahmoud Hassanlou Rad
Dept.of Civil Engineering,Islamic Azad University,Kermanshah Branch,Kermanshah,Iran Dept.of Civil Engineering,Islamic Azad University,Zanjan Branch,Zanjzn,Iran
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）