Application of Discrete Crack in Nonlinear Dynamic Analysis of Shahid Rajaee Arch Dam

the nonlinear discrete crack modeling of Shahid Rajaee thin arch dam is considered. The interface elements are positioned such that certain potential separated blocks can form possible failure mechanisms. The dynamic stability of theses blocks are investigated by a special finite element program "MAP-۷۳" which its nonlinear algorithm and interface elements formulation are presented.

Keywords:

Arch Dams , Concrete Dams , Earthquake Engineering , Nonlinear analysis , Discrete Crack

Authors

V. Lotfi

Civil & Environmental Engineering, Amirkabir University of Technology

Certificate
من نویسنده این مقاله هستم

این Paper در بخشهای موضوعی زیر دسته بندی شده است:

مدیریت بحران > زلزله

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این Paper:

https://civilica.com/doc/1415656

شناسه ملی سند علمی:

JR_IJE-14-1_002

تاریخ نمایه سازی: 19 اسفند 1400

How to Cite to This Paper:

If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:

Lotfi, V.,1380,Application of Discrete Crack in Nonlinear Dynamic Analysis of Shahid Rajaee Arch Dam,https://civilica.com/doc/1415656

Scientometrics

The specifications of the publisher center of this Paper are as follows:

Ranking of AmirKabir University

Type of center: دانشگاه دولتی

Paper count: 24,455

In the scientometrics section of CIVILICA, you can see the scientific ranking of the Iranian academic and research centers based on the statistics of indexed articles.