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16%SIMILARITY INDEX

8%INTERNET SOURCES

5%PUBLICATIONS

15%STUDENT PAPERS

1 4%

2 3%

3 2%

4 1%

5 1%

6 1%

7 1%

8 <1%

DÜZENLENECEK TEZ-v021ORIGINALITY REPORT

PRIMARY SOURCES

Submitted to Eastern Mediterranean UniversityStudent Paper

docslide.usInternet Source

Submitted to European University of LefkeStudent Paper

ijmas.comInternet Source

Submitted to Holmesglen Institute of TAFEStudent Paper

Zhou, X.. "Experimental study and numericalanalyses on seismic behaviors of staggered-truss system under low cyclic loading", Thin-Walled Structures, 200911Publication

Submitted to University of WestminsterStudent Paper

Submitted to Universiti Putra MalaysiaStudent Paper

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9 <1%

10 <1%

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16 <1%

Submitted to University of Technology, SydneyStudent Paper

Submitted to University of Hong KongStudent Paper

Submitted to University of LeedsStudent Paper

Andrew Whittaker, Gary Hart, ChristopherRojahn. "Seismic Response ModificationFactors", Journal of Structural Engineering,1999Publication

Chiorean, C, G Tarta, G Barsan, Zs Gobesz,and M Nedelcu. "Computer-based nonlinearanalysis method for seismic performanceassessment of 3D frameworks", Behaviour ofSteel Structures in Seismic Areas STESSA2012, 2011.Publication

Submitted to Universiti Teknologi MalaysiaStudent Paper

Submitted to University College LondonStudent Paper

Kim, Jinkoo, and Soyeon Kim. "Performance-based seismic design of staggered truss frameswith friction dampers", Thin-Walled Structures,

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17 <1%

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2017.Publication

Jan, T.S.. "An upper-bound pushover analysisprocedure for estimating the seismic demandsof high-rise buildings", Engineering Structures,200401Publication

Submitted to National Institute of Technology,RourkelaStudent Paper

Submitted to EPOKA UniversityStudent Paper

acknowledgementsample.comInternet Source

Submitted to National Institute of FoodTechnology Entrepreneurship and ManagementStudent Paper

www.wbdg.orgInternet Source

Submitted to Higher Education CommissionPakistanStudent Paper

issuu.comInternet Source

Li, . "Geometric Nonlinearity", Theory of

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Nonlinear Structural Analysis, 2014.Publication

Submitted to Middle East Technical UniversityStudent Paper

Submitted to Colorado Technical UniversityOnlineStudent Paper

Submitted to Victoria University CollegeStudent Paper

Jenn-Shin Hwang, Ting-Yu Hsu. "ExperimentalStudy of Isolated Building under Triaxial GroundExcitations", Journal of Structural Engineering,2000Publication

Majid Bitarafan, Reza Vahdani. "Assessing theeffect of soil-structure interaction on damageindices of reinforced concrete frames",European Journal of Environmental and CivilEngineering, 2018Publication

www.conservationtech.comInternet Source

ethesis.nitrkl.ac.inInternet Source

Submitted to City UniversityStudent Paper

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documents.mxInternet Source

Andrew S. Whittaker, Chia‐Ming Uang, VitelmoV. Bertero. "Experimental Behavior of DualSteel System", Journal of StructuralEngineering, 1989Publication

Submitted to University of Newcastle upon TyneStudent Paper

K. R. COLLINS. "DUAL‐LEVEL SEISMICDESIGN: A RELIABILITY‐BASEDMETHODOLOGY", Earthquake Engineering &Structural Dynamics, 12/1996Publication

Submitted to Nanyang Technological University,SingaporeStudent Paper

etd.ohiolink.eduInternet Source

Submitted to Kwame Nkrumah University ofScience and TechnologyStudent Paper

Submitted to The Robert Gordon UniversityStudent Paper

Submitted to British University in Egypt

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43 <1%

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Student Paper

Mahbobeh Mirzaie Aliabadi, Mohammad RezaBahaari, Shahabeddin Torabian. "Design andAnalytical Evaluation of a New Self-CenteringConnection with Bolted T-Stub Devices",Advances in Materials Science and Engineering,2013Publication

Geotechnical Geological and EarthquakeEngineering, 2010.Publication

Taranath, . "Lateral Load Resisting Systems forSteel Buildings", Structural Analysis and Designof Tall Buildings Steel and CompositeConstruction, 2011.Publication

Submitted to Yeditepe UniversityStudent Paper