| Flexural behavior of ultra‐high‐performance fiber reinforced concrete beams with low and high reinforcement ratios U Hasgul, K Turker, T Birol, A Yavas Structural Concrete 19 (6), 1577-1590, 2018 | 125 | 2018 |
| Hybrid fiber use on flexural behavior of ultra high performance fiber reinforced concrete beams K Turker, U Hasgul, T Birol, A Yavas, H Yazici Composite structures 229, 111400, 2019 | 105 | 2019 |
| Effective fiber type investigation on the shear behavior of ultrahigh-performance fiber-reinforced concrete beams A Yavaş, U Hasgul, K Turker, T Birol Advances in Structural Engineering 22 (7), 1591-1605, 2019 | 63 | 2019 |
| Large deflection static analysis of rectangular plates on two parameter elastic foundations O Civalek, A Yavas International journal of science and technology 1 (1), 43-50, 2006 | 44 | 2006 |
| Impact of reinforcement ratio on shear behavior of I-shaped UHPC beams with and without fiber shear reinforcement A Yavas, CO Goker Materials 13 (7), 1525, 2020 | 42 | 2020 |
| Steel fiber use as shear reinforcement on I-shaped UHP-FRC beams U Hasgul, A Yavas, T Birol, K Turker Applied Sciences 9 (24), 5526, 2019 | 25 | 2019 |
| Flexural behavior of beams with ultra high performance fiber reinforced concrete K Türker, T Birol, A Yavaş, U Hasgül Turkish Chamber Civil Engineers, 2019 | 19* | 2019 |
| Ultra yüksek performanslı lifli beton içeren kirişlerde etkin çelik lif tipi incelemesi K Türker, T Birol, A Yavaş, U Hasgül Afyon Kocatepe Üniversitesi Fen ve Mühendislik Bilimleri Dergisi 16 (3), 776-785, 2016 | 18* | 2016 |
| Discrete singular convolution for buckling analyses of plates and columns O Civalek, A Yavas Structural engineering and mechanics: An international journal 29 (3), 279-288, 2008 | 16 | 2008 |
| Nonlinear transient dynamic response of clamped rectangular plates on two-parameter foundations by the algorithm of the singular convolution Ö Civalek, B Öztürk, A YAVAŞ International Journal of Science and Technology 2 (2), 165-177, 2007 | 13 | 2007 |
| Yapıların deprem hasarlarının hızlı tespitinde bulanık kural tabanlı uzman sistemlerin kullanımı AK Baltacıoğlu, A Yavaş, Ö Civalek, B Öztürk, B Akgöz Balıkesir Üniversitesi Fen Bilimleri Enstitüsü Dergisi 12 (1), 65-74, 2010 | 10* | 2010 |
| Improvement on flexural performance of UHPFRC with hybrid steel fiber A Yavaş, T Birol, K Türker, U Hasgül Teknik Dergi 31 (6), 10379-10397, 2020 | 7 | 2020 |
| Introducing interdisciplinary collaboration into design curriculum identifying the appropriate technological infrastructure ME İlal, S Kale, A Yavaş Ecaade-Education & Research Computer Aided Architectural Design Europe, 2009 | 7 | 2009 |
| Yapı hasarlarının belirlenmesinde uzman sistemlerin kullanımı A Yavaş, Ö Civalek Türkiye Mühendislik Haberleri, Türkiye İnşaat Mühendisleri Odası, 5-6, 2005 | 7 | 2005 |
| Replacement of stirrups by steel fibers in shear dominant UHPFRC beams U Hasgül, A Yavaş, T Birol Turkish Journal of Civil Engineering 34 (2), 103-124, 2023 | 5 | 2023 |
| Yazıcı H A Yavas, T Birol, K Türker, U Hasgül Improvement on flexural performance of UHPFRC with hybrid steel fiber, Tech …, 2020 | 5 | 2020 |
| Effect of Different Steel Fiber Type and Content in Flexural Behavior of Ultra High Performance Fiber Reinforced Concrete T Birol, U Hasgul, M Terzi, A Yavas, K Turker, H Yazici | 5 | 2016 |
| Evaluation of using ultra-high performance fiber reinforced concrete in I-section RC beam K Türker, A Yavaş, T Birol, C Gültekin Gazi Univ, 2021 | 4 | 2021 |
| DBYBHY-2007’de tanimlanan hasar kriterlerinin betonarme kolon elemanlar için incelenmesi U Hasgül, A Yavaş, K Türker, M Terzi, T Birol Uludağ Üniversitesi Mühendislik Fakültesi Dergisi 21 (2), 499-514, 2016 | 4 | 2016 |
| Effect of reinforcement ratio on flexural behavior of I-shaped UHPFRC beams A Yavas, M Ince Structures 34, 4457-4465, 2021 | 3 | 2021 |
