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Ömer Özer Dr. Konya Teknik Üniversitesi İnşaat Mühendisliği Bölümü
Publication 5 Review 0 CrossRef Cited 14 TR Dizin Cited 14
5 Publication
0 Review
14 CrossRef Cited
14 TR Dizin Cited
0000-0002-5126-6832

Research Fields

Civil Engineering Reinforced Concrete Buildings Earthquake Engineering

Institution

Konya Teknik Üniversitesi İnşaat Mühendisliği Bölümü

Popular Publications

COMPARING ANALYSIS RESULTS OF TALL BUILDINGS WHICH TAKES EARTHQUAKE EFFECTS BY REINFORCED CONCRETE FRAMES AND SHEAR WALLS TOGETHER ACCORDING TO TBEC 2018 AND TEC 2007
Authors: Ömer Özer , Bahadır Yüksel
Published: 2020 , Nigde Omer Halisdemir University Journal of Engineering Sciences
DOI: 10.28948/ngumuh.694781
CITED 2 FAVORITE 1 TOTAL DOWNLOAD COUNT 1865

2

1

1865

The Effect of Different Concrete Coupled Beam Models on Structural Performance According to TBEC (2018)
Authors: Ömer Özer , Bahadır Yüksel
Published: 2020 , Uludağ University Journal of The Faculty of Engineering
DOI: 10.17482/uumfd.777897
CITED 3 FAVORITE 1 TOTAL DOWNLOAD COUNT 3180

3

1

3180

Comparison of the effect of foundation analysis methods on structural analysis results of tall buildings
Authors: Ömer Özer , Bahadır Yüksel
Published: 2021 , International Advanced Researches and Engineering Journal
DOI: 10.35860/iarej.799055
CITED 3 FAVORITE 1 TOTAL DOWNLOAD COUNT 1308

3

1

1308

The Effect of Coupled Beam Models in Buildings Where Earthquake Loads are Fully Resisted by R/C Shear Walls on Structural Performance
Authors: Ömer Özer , Bahadır Yüksel
Published: 2021 , El-Cezeri
DOI: 10.31202/ecjse.807608
CITED 4 FAVORITE 1 TOTAL DOWNLOAD COUNT 5328

4

1

5328

THE EFFECT OF COUPLING BEAM MODELS IN BUILDINGS WHERE EARTHQUAKE LOADS ARE JOINTLY RESISTED BY R/C FRAMES AND R/C COUPLED SHEAR WALLS ON STRUCTURAL PERFORMANCE
Authors: Ömer Özer , Bahadır Yüksel
Published: 2022 , Journal of Engineering Sciences and Design
DOI: 10.21923/jesd.876725
CITED 2 FAVORITE 1 TOTAL DOWNLOAD COUNT 1163

2

1

1163

Publications

THE EFFECT OF COUPLING BEAM MODELS IN BUILDINGS WHERE EARTHQUAKE LOADS ARE JOINTLY RESISTED BY R/C FRAMES AND R/C COUPLED SHEAR WALLS ON STRUCTURAL PERFORMANCE
Authors: Ömer Özer , Bahadır Yüksel
Published: 2022 , Journal of Engineering Sciences and Design
DOI: 10.21923/jesd.876725
FAVORITE 1 TOTAL DOWNLOAD COUNT 1163

1

1163

Comparison of the effect of foundation analysis methods on structural analysis results of tall buildings
Authors: Ömer Özer , Bahadır Yüksel
Published: 2021 , International Advanced Researches and Engineering Journal
DOI: 10.35860/iarej.799055
FAVORITE 1 TOTAL DOWNLOAD COUNT 1308

1

1308

The Effect of Coupled Beam Models in Buildings Where Earthquake Loads are Fully Resisted by R/C Shear Walls on Structural Performance
Authors: Ömer Özer , Bahadır Yüksel
Published: 2021 , El-Cezeri
DOI: 10.31202/ecjse.807608
FAVORITE 1 TOTAL DOWNLOAD COUNT 5328

1

5328

The Effect of Different Concrete Coupled Beam Models on Structural Performance According to TBEC (2018)
Authors: Ömer Özer , Bahadır Yüksel
Published: 2020 , Uludağ University Journal of The Faculty of Engineering
DOI: 10.17482/uumfd.777897
FAVORITE 1 TOTAL DOWNLOAD COUNT 3180

1

3180

COMPARING ANALYSIS RESULTS OF TALL BUILDINGS WHICH TAKES EARTHQUAKE EFFECTS BY REINFORCED CONCRETE FRAMES AND SHEAR WALLS TOGETHER ACCORDING TO TBEC 2018 AND TEC 2007
Authors: Ömer Özer , Bahadır Yüksel
Published: 2020 , Nigde Omer Halisdemir University Journal of Engineering Sciences
DOI: 10.28948/ngumuh.694781
FAVORITE 1 TOTAL DOWNLOAD COUNT 1865

1

1865

Articles published in
El-Cezeri
El-Cezeri
International Advanced Researches and Engineering Journal
International Advanced Researches and Engineering Journal
Journal of Engineering Sciences and Design
Journal of Engineering Sciences and Design
Nigde Omer Halisdemir University Journal of Engineering Sciences
Nigde Omer Halisdemir University Journal of Engineering Sciences
Uludağ University Journal of The Faculty of Engineering
Uludağ University Journal of The Faculty of Engineering
User doesn't have any peer review duties on DergiPark.

Publications

THE EFFECT OF COUPLING BEAM MODELS IN BUILDINGS WHERE EARTHQUAKE LOADS ARE JOINTLY RESISTED BY R/C FRAMES AND R/C COUPLED SHEAR WALLS ON STRUCTURAL PERFORMANCE
Authors: Ömer Özer , Bahadır Yüksel
Published: 2022 , Journal of Engineering Sciences and Design
DOI: 10.21923/jesd.876725
CITED 2 FAVORITE 1 TOTAL DOWNLOAD COUNT 1163

2

1

1163

Comparison of the effect of foundation analysis methods on structural analysis results of tall buildings
Authors: Ömer Özer , Bahadır Yüksel
Published: 2021 , International Advanced Researches and Engineering Journal
DOI: 10.35860/iarej.799055
CITED 3 FAVORITE 1 TOTAL DOWNLOAD COUNT 1308

3

1

1308

The Effect of Coupled Beam Models in Buildings Where Earthquake Loads are Fully Resisted by R/C Shear Walls on Structural Performance
Authors: Ömer Özer , Bahadır Yüksel
Published: 2021 , El-Cezeri
DOI: 10.31202/ecjse.807608
CITED 4 FAVORITE 1 TOTAL DOWNLOAD COUNT 5328

4

1

5328

The Effect of Different Concrete Coupled Beam Models on Structural Performance According to TBEC (2018)
Authors: Ömer Özer , Bahadır Yüksel
Published: 2020 , Uludağ University Journal of The Faculty of Engineering
DOI: 10.17482/uumfd.777897
CITED 3 FAVORITE 1 TOTAL DOWNLOAD COUNT 3180

3

1

3180

COMPARING ANALYSIS RESULTS OF TALL BUILDINGS WHICH TAKES EARTHQUAKE EFFECTS BY REINFORCED CONCRETE FRAMES AND SHEAR WALLS TOGETHER ACCORDING TO TBEC 2018 AND TEC 2007
Authors: Ömer Özer , Bahadır Yüksel
Published: 2020 , Nigde Omer Halisdemir University Journal of Engineering Sciences
DOI: 10.28948/ngumuh.694781
CITED 2 FAVORITE 1 TOTAL DOWNLOAD COUNT 1865

2

1

1865

Popular Publications: It is determined automatically by the researchers doing research in DergiPark according to the statistics of being added to the favorites. CrossRef Cited: The citations shown in DergiPark are drawn from CrossRef. For this, the cited and cited articles must be registered in CrossRef (DOI number). ^: Citation numbers are reflected in the system by DergiPark at certain periods. : Click to get information about the DergiPark User Badge.