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Hakan Öztürk
Hakan Öztürk
sakarya.edu.tr üzerinde doğrulanmış e-posta adresine sahip - Ana Sayfa
Başlık
Alıntı yapanlar
Alıntı yapanlar
Yıl
Nonlinear finite element study on the improvement of shear capacity in reinforced concrete T-Section beams by an alternative diagonal shear reinforcement
A Demir, N Caglar, H Ozturk, Y Sumer
Engineering Structures 120, 158-165, 2016
692016
3D numerical modeling of RC deep beam behavior by nonlinear finite element analysis
A Demir, H Ozturk, G Dok
Disaster Science and Engineering 2 (1), 13-18, 2016
562016
Parameters affecting diagonal cracking behavior of reinforced concrete deep beams
A Demir, N Caglar, H Ozturk
Engineering Structures 184, 217-231, 2019
482019
Effect of viscosity parameter on the numerical simulation of reinforced concrete deep beam behavior
A Demir, H Ozturk, K Edip, M Stojmanovska, A Bogdanovic, E Seismology
The Online Journal of Science and Technology 8 (3), 50-56, 2018
422018
A simple formulation for effective flexural stiffness of circular reinforced concrete columns
N Caglar, A Demir, H Ozturk, A Akkaya
Engineering Applications of Artificial Intelligence 38, 79-87, 2015
392015
Sensitivity of dilation angle in numerical simulation of reinforced concrete deep beams
A Demir, H Ozturk, A Bogdanovic, M Stojmanovska, K Edip
Volume 6 Issue 1 July 2017 6 (1), 33, 2017
30*2017
Determining Moment-Curvature Relationship of Reinforced Concrete Columns
G Dok, H Ozturk, A Demir
The Eurasia Proceedings of Science, Technology, Engineering & Mathematics 1 …, 2017
182017
Comparison of prestressed concrete railway sleepers and new LCR concrete sleepers with experimental modal analysis
B Aktaş, F Çeçen, H Öztürk, MB Navdar, İŞ Öztürk
Engineering Failure Analysis 131, 2022
172022
Behaviour of new LCR and ordinary prestressed concrete railway sleepers under repeated impact loads
F Çeçen, B Aktaş, H Öztürk, MB Navdar, İŞ Öztürk
Construction and Building Materials 319, 126151, 2022
162022
TDY2007’ye göre tasarlanmış betonarme bir yapının doğrusal elastik olmayan analiz yöntemleri ile incelenmesi
N Çağlar, H Öztürk, A Demir, A Akkaya
Alındığı Tarih 10, 2015, 2014
142014
A new approach to determine the moment-curvature relationship of circular reinforced concrete columns
N Caglar, A Demir, H Ozturk, A Akkaya
Computers and Concrete, An International Journal 15 (3), 321-335, 2015
122015
Comparison of new LCR and ordinary prestressed concrete railway sleepers with LUR tests
F Çeçen, B Aktaş, H Öztürk, İŞ Öztürk, MB Navdar
Construction and Building Materials 321, 126414, 2022
112022
Betonarme kolonların etkin kesit rijitlikleri üzerine yönetmeliklerin yaklaşımları
H Öztürk, A Demir, G Dok, H Güç
4. Uluslararası Deprem Mühendisliği ve Sismoloji Konferansı, 2017
102017
Comparative modal analysis of B70 and LCR-6 type railway sleepers after repeated impact loads
F Cecen, B Aktaş, H Öztürk, İŞ Öztürk, MB Navdar
Construction and Building Materials 336, 127563, 2022
92022
Experimental and numerical investigation on flexural response of reinforced rubberized concrete beams using waste tire rubber
M Karalar, H Ozturk, YO Ozkilic
Steel and Composite Structures 48 (1), 43-57, 2023
82023
Development of infinite elements for simulation of unbounded media
K Edip, V Sheshov, J Bojadjieva, A Demir, H Öztürk
SOC MATERIALS & STRUCTURES TESTING SERBIA, 2018
82018
Sensitivity of dilation angle in numerical simulation of reinforced concrete deep beams
A Demir, H Ozturk, A Bogdanovic, M Stojmanovska, K Edip
Sci. J. Civ. Eng 6, 33-37, 2017
72017
Farklı kesit geometrilerine sahip betonarme kolonların davranışının incelenmesi
N Çağlar, A Akkaya, A Demir, H Öztürk
ISITES2014, 2095-2105, 2014
7*2014
Response of nonconforming RC shear walls with smooth bars under quasi-static cyclic loading
MN Olabi, N Çaglar, ME Arslan, H Ozturk, A Demir, G Dok, B Aykanat
Bulletin of Earthquake Engineering 20 (12), 6683–6704, 2022
52022
Karbon-Fiber Plaka Donatılı Traverslerin, B70-Tipi Öngerilmeli Beton Traverslerle Karşılaştırmalı İncelenmesi
MBN Ferhat Çeçen, Bekir Aktaş, Hakan Öztürk, İrfan Şehrullah Öztürk
Demiryolu Mühendisliği, 97-110, 2022
52022
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