Virtual Failure Analysis of the Cinarcik Dam

Date

2011-10-01

Author

Bozkuş, Zafer

Metadata

Show full item record

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Item Usage Stats

58
views

0
downloads

Virtual Failure Analysis of the Cinarcik Dam

Subject Keywords

FLDWAV, Dam Failures, Breach, Numerical Simulation, Cinarcik Dam

URI

https://hdl.handle.net/11511/55290

Journal

TEKNIK DERGI

Collections

Department of Civil Engineering, Article

Suggestions

OpenMETU
Core

NUMERICAL INVESTIGATION OF 2D DAM-BREAK FAILURES BY USING GIS APPLICATIONS Ashraf, Ammar; Bozkuş, Zafer; Department of Civil Engineering (2021-7-12) In this study, the dam-break analysis of Ondokuz Mayıs Dam, İhsaniye Dam, and Avcıdere Dam is performed using full momentum HEC-RAS and dynamic wave FLO-2D model. The breach hydrograph for each dam was obtained by modeling the reservoir with dynamic wave routing in HEC-RAS. Three breach hydrographs (S1, S2, and S3) were calculated for each dam using a different set of breach parameters. The breach hydrographs were routed over the floodplain using both HEC-RAS and FLO-2D models. For Ondokuz Mayıs Dam, an acc...
Overlapping Lattice Simulation of Concrete Gravity Dam Collapse Simulations SOYSAL, BERAT FEYZA; Aydın, Beyazıt Bestami; Tuncay, Kağan; Arıcı, Yalın; Binici, Barış (2017-09-01) Estimating the collapse limit state of concrete gravity dams within the framework of performance based design is challenging due to the uncertainty in modelling the response of these systems and the strong dependence of the behavior on the ground motion. The purpose of the study is to investigate the seismic expected damage levels by using the overlapping lattice modeling (OLM) approach with incremental dynamic analysis (IDA) for two representative dam monoliths. OLM employs pin connected bar elements exten...
Comparison of the Overlapping Lattice and the Finite Element Approaches for the Prediction of the Collapse State of Concrete Gravity Dams Soysal Albostan, Berat Feyza; Arıcı, Yalın; Binici, Barış; Tuncay, Kağan (2017-10-13) Estimating the collapse limit state of concrete gravity dams within the framework of performance based design is challenging due to the uncertainty in modelling the response of these systems and the strong dependence of the behavior on the ground motion. In this context, the purpose of the study is to investigate the prediction capability of numerical tools in determining the collapse state of concrete gravity dams. The first tool used to this end is the classical finite element method with the smeared crac...
Predicting seismic damage on concrete gravity dams: a review Arıcı, Yalın; Soysal, Berat Feyza (2022-01-01) The seismic assessment of concrete gravity dams is a problem of prediction of cracking and the corresponding consequences. With the widespread use of general-purpose finite element programs, the work in the field has shifted towards quantifying the behaviour in a framework for assessment. The nonlinear analysis and coupling with foundation–reservoir interaction, conversely, is still a challenging task. The modelling approach has significant effects on the analysis results and the assessment framework. The f...
Seismic Performance Evaluation of Concrete Gravity Dams by Using Pseudo Dynamic Testing and Simulations Aldemir, Alper; Binici, Barış (null; 2017-11-24) Dams are one of the mostimportantinfrastructure components servingfor water storage and energyproduction.Experimental studies on the seismic response of concrete gravity dams are scarce due to the complications regarding thelargescaleof dams and their interaction with the reservoir. This study presents the results of recent novel pseudo-dynamic dam tests (PSD) along with the nonlinear finite element simulations of the specimens. The test specimens were 1/75 scaled version of the highest ...

Citation Formats

Z. Bozkuş, “Virtual Failure Analysis of the Cinarcik Dam,” TEKNIK DERGI, pp. 5675–5688, 2011, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/55290.