Gürsoy, İlker

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Profile URL
https://gcris.yasar.edu.tr/handle/123456789/12488
Name Variants
Gürsoy Turan
Job Title
Öğrt.Gör.
Email Address
Main Affiliation
01.01.08.03. Müzik Bölümü
Status
Former Staff
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VZ1ZIlAAAAAJ
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Sustainable Development Goals

NO POVERTY1
NO POVERTY
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ZERO HUNGER2
ZERO HUNGER
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GOOD HEALTH AND WELL-BEING3
GOOD HEALTH AND WELL-BEING
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QUALITY EDUCATION4
QUALITY EDUCATION
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GENDER EQUALITY5
GENDER EQUALITY
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CLEAN WATER AND SANITATION6
CLEAN WATER AND SANITATION
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AFFORDABLE AND CLEAN ENERGY7
AFFORDABLE AND CLEAN ENERGY
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DECENT WORK AND ECONOMIC GROWTH8
DECENT WORK AND ECONOMIC GROWTH
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INDUSTRY, INNOVATION AND INFRASTRUCTURE9
INDUSTRY, INNOVATION AND INFRASTRUCTURE
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REDUCED INEQUALITIES10
REDUCED INEQUALITIES
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SUSTAINABLE CITIES AND COMMUNITIES11
SUSTAINABLE CITIES AND COMMUNITIES
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RESPONSIBLE CONSUMPTION AND PRODUCTION12
RESPONSIBLE CONSUMPTION AND PRODUCTION
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CLIMATE ACTION13
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LIFE BELOW WATER14
LIFE BELOW WATER
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LIFE ON LAND15
LIFE ON LAND
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PEACE, JUSTICE AND STRONG INSTITUTIONS16
PEACE, JUSTICE AND STRONG INSTITUTIONS
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PARTNERSHIPS FOR THE GOALS17
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Scholarly Output

2

Articles

2

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JournalCount
The Structural Design of Tall and Special Buildings2
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  • Thumbnail Image
    Article
    Distribution of strong earthquake input energy in tall buildings equipped with damped outriggers
    (John Wiley and Sons Ltd vgorayska@wiley.com Southern Gate Chichester West Sussex PO19 8SQ, 2018) Mauricio Morales-Beltran; Gürsoy Turan; Umut Yildirim; Joop Paul
    The seismic design of optimal damped outrigger structures relies on the assumption that most of the input energy will be absorbed by the dampers whilst the rest of the structure remains elastic. When subjected to strong earthquakes nevertheless the building structure may exhibit plastic hinges before the dampers begin to work. In order to determine to which extent the use of viscously damped outriggers would avoid damage both the host structure's hysteretic behaviour and the dampers' performance need to be evaluated in parallel. This article provides a parametric study on the factors that influence the distribution of seismic energy in tall buildings equipped with damped outriggers: First the influence of outrigger's location damping coefficients and rigidity ratios core-to-outrigger and core-to-column in the seismic performance of a 60-story building with conventional and with damped outriggers is studied. In parallel nonlinear behaviour of the outrigger with and without viscous dampers is examined under small moderate strong and severe long-period earthquakes to assess the hysteretic energy distribution through the core and outriggers. The results show that as the ground motion becomes stronger viscous dampers effectively reduce the potential of damage in the structure if compared to conventional outriggers. However the use of dampers cannot entirely prevent damage under critical excitations. © 2018 Elsevier B.V. All rights reserved.
  • Thumbnail Image
    Article
    Energy dissipation and performance assessment of double damped outriggers in tall buildings under strong earthquakes
    (John Wiley and Sons Ltd vgorayska@wiley.com Southern Gate Chichester West Sussex PO19 8SQ, 2019) Mauricio Morales-Beltran; Gürsoy Turan; Onur Dursun; Rob Nijsse
    The use of a single set of outriggers equipped with oil viscous dampers increases the damping ratio of tall buildings in about 6–10% depending on the loading conditions. However could this ratio be further increased by the addition of another set of outriggers? Should this additional set include dampers too? To answer these questions several double damped outrigger configurations for tall buildings are investigated and compared with an optimally designed single damped outrigger located at elevation 0.7 of the total building's height (h). Using free vibration double outrigger configurations increasing damping up to a ratio equal to the single-based optimal are identified. Next selected configurations are subjected to several levels of eight ground motions to compare their capability for avoiding damage under critical excitations. Last a simplified economic analysis highlights the advantages of each optimal configuration in terms of cost savings. The results show that within the boundaries of this study combining a damped outrigger at 0.5h with a conventional outrigger at 0.7h is more effective in reducing hysteretic energy ratios and economically viable if compared with a single damped outrigger solution. Moreover double damped outrigger configurations for tall buildings exhibit broader display of optimal combinations which offer flexibility of design to the high-rise architecture. © 2018 Elsevier B.V. All rights reserved.