Güneş, Oğuz

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Profile URL
https://hdl.handle.net/20.500.14411/8268
Name Variants
Gunes, Oguz
Oguz, Gunes
Oğuz, Güneş
O., Gunes
G.,Oguz
Güneş,O.
O.,Gunes
Güneş, Oğuz
G., Oguz
Gunes,O.
O.,Güneş
G.,Oğuz
Job Title
Doktor Öğretim Üyesi
Email Address
Main Affiliation
Department of Civil Engineering
Status
Former Staff
Website
ORCID ID
Scopus Author ID
Turkish CoHE Profile ID
Google Scholar ID
WoS Researcher ID

Sustainable Development Goals

2

ZERO HUNGER
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0

Research Products

11

SUSTAINABLE CITIES AND COMMUNITIES
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2

Research Products

14

LIFE BELOW WATER
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0

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6

CLEAN WATER AND SANITATION
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0

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1

NO POVERTY
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0

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5

GENDER EQUALITY
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0

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9

INDUSTRY, INNOVATION AND INFRASTRUCTURE
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1

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16

PEACE, JUSTICE AND STRONG INSTITUTIONS
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0

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17

PARTNERSHIPS FOR THE GOALS
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0

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15

LIFE ON LAND
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0

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10

REDUCED INEQUALITIES
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0

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7

AFFORDABLE AND CLEAN ENERGY
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8

DECENT WORK AND ECONOMIC GROWTH
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4

QUALITY EDUCATION
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12

RESPONSIBLE CONSUMPTION AND PRODUCTION
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3

GOOD HEALTH AND WELL-BEING
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13

CLIMATE ACTION
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Scholarly Output

4

Articles

2

Views / Downloads

8/0

Supervised MSc Theses

0

Supervised PhD Theses

0

WoS Citation Count

80

Scopus Citation Count

94

WoS h-index

2

Scopus h-index

3

Patents

0

Projects

0

WoS Citations per Publication

20.00

Scopus Citations per Publication

23.50

Open Access Source

1

Supervised Theses

0

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JournalCount
8th US National Conference on Earthquake Engineering 2006 -- 8th US National Conference on Earthquake Engineering 2006 -- 18 April 2006 through 22 April 2006 -- San Francisco, CA -- 924462
Advances in Materials Science and Engineering1
Engineering Fracture Mechanics1
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Scholarly Output Search Results

Now showing 1 - 2 of 2
  • Thumbnail Image
    Conference Object
    Citation - Scopus: 3
    Design of Frp Retrofitted Flexural Members Against Debonding Failures
    (2006) Gunes,O.; Karaca,E.; Gunes,B.
    Use of fiber reinforced polymer (FRP) composites in seismic retrofitting of structural members has been steadily increasing in recent years. An important design issue with significant performance and safety implications is the debonding of externally bonded FRP reinforcement in flexural members. This paper provides the highlights of an experimental and analytical research aimed at understanding and modeling of debonding failures in FRP strengthened reinforced concrete beams. An evolutionary experimental program investigated debonding failure mechanisms and modes in beams strengthened in shear and/or flexure in various configurations and tested under monotonic and cyclic loading. A newly developed fracture mechanics based model considers the global energy balance of the system and predicts the debonding failure load by characterizing the dominant mechanisms of energy dissipation during debonding. Validation of the model is performed using experimental data obtained from several independent experimental studies.
  • Thumbnail Image
    Conference Object
    Citation - Scopus: 3
    Approximate Seismic Evaluation Methods for Large Building Inventories With High Variability in Their Seismic Resistance
    (2006) Gunes,B.; Yakut,A.; Gunes,O.
    Seismic hazard mitigation for urban infrastructures located in seismic regions is a challenge faced by many countries around the world, especially those with infrastructures known for their variability in quality of construction and compliance with the seismic codes. Two recent major earthquakes that hit the densely populated urban areas in Northwest Turkey resulted in a large-scale destruction and loss of life. Scientific studies indicate that the probability of occurrence of another severe earthquake along the North Anatolian Fault near Istanbul is quite high in the next few decades. This situation presents a serious threat to the large building stock and their occupants in Istanbul and adjacent areas. Structures in these areas are known to have high variability in their seismic resistance, which makes it difficult to estimate the potential losses in case of a major earthquake. Thus, there is an urgent need for a systematic strategy that will allow for rapid and reliable assessment of the seismic risk associated with existing buildings through an effective methodology that properly considers the local infrastructure characteristics. In this paper, approximate methods for seismic assessment of buildings are reviewed and are evaluated through their application to a group of 131 reinforced concrete frame buildings located in various seismic regions of Turkey. The results show that the recently developed preliminary methods that are customized for the local building characteristics provide improved prediction of seismic hazard, and may serve as an efficient and reliable risk assessment tool upon further improvement and calibration. The first stage procedures show large variability and result in considerable cases of misclassifications.