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zurich, switzerland
It's currently 11:10 AM here
Joined May 2, 2015
0 Recommendations
Yunus Emre H.
@harmanci
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zurich, switzerland
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PhD in Structural Engineering - R&D - Academia
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Portfolio
Portfolio
MSc Thesis
MSc Thesis
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€34.00 EUR
Translation
Turkish Translator
English (US) Translator
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Experience
Teaching Assistant
Feb 2015 - Present
- 4 individual graduate level semester projects entitled "Structural Simulation of a Real World Structure: Elefant Shelter at Zoo Zurich" which constitutes of modeling the structure with output-only and input-output models and then consequent damage detection by using a SAP2000 model.
- 5 undergraduate students as 2 groups for their Bachelor Thesis entitled: Analysis and Design of a Novel Structure" (tentative title) which constitutes of the modelling and design of a complex structure that has a shell and post tensioned section.
Graduate Research Assistant
Oct 2012 - Present
A wide variety of research topics focusing on:
- Strengthening of structures with un/prestressed CFRP and shape memory alloys.
- System identification and structural health monitoring of civil infrastructures via the use of contact/non-contact (video) sensor technologies.
- Research and development of new system identification and damage detection frameworks.
- Conceptualization and writing of academic reports/ journal papers.
Education
Dr. Sc. (PhD)
(5 years)
MSc
(3 years)
BSc
(4 years)
Qualifications
GRE
ETS
2012
Verbal: 155
Quantitative: 161
Analytical Writing: 4.5
Zertifikat C1
Goethe Institut
2010
TOEFL IBT
ETS
2013
TOEFL IBT English Exam. Score 110/120
Publications
Structural Strengthening of Concrete with Fiber Reinforced Cementitious Matrix (FRCM) at Ambient and Elevated Temperature-Recent Investigations in Switzerland
Advances in Structural Engineering
Julien Michels, Daia Zwicky, Josef Scherer, Yunus Emre Harmanci, Masoud Motavalli, "Structural Strengthening of Concrete with Fiber Reinforced Cementitious Matrix (FRCM) at Ambient and Elevated Temperature-Recent Investigations in Switzerland", Advances in Structural Engineering, 2014, pp 1785-1800
Prestressed CFRP for structural retrofitting-experimental and analytical investigation
ETH Zurich
In this thesis, numerical calculation models were developed to analyse the flexural behaviour of RC beams strengthened with unstressed/prestressed CFRP strips in bonded/unbonded configurations that are fixed at strip-ends with a pure epoxy-based anchorage. Developed models for the flexural behaviour are based on iterative cross-section analysis (CSA) formulations. Computational complexities due to strain incompatibility in unbonded configurations, a phenomenon occurring due to absence of composite behaviour
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