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Prof. Dr. Eray Baran Orta Doğu Teknik
Üniversitesi İnşaat
Mühendisliği Bölümü 06800 Ankara tel: 312 210 7475 e-posta: erayb {at}
metu.edu.tr |
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EĞİTİM ▪ Doktora, Yapı
Mühendisliği, Minnesota Üniversitesi, Minneapolis, Minnesota, ABD, 2006 ▪ Yüksek Lisans,
Yapı Mühendisliği, Minnesota Üniversitesi, Minneapolis, Minnesota,
ABD, 2003 ▪ Lisans,
İnşaat Mühendisliği, Orta Doğu Teknik Üniversitesi,
Ankara, Türkiye, 1999 UZMANLIK
ALANI Çelik, öngerilmeli beton,
betonarme ve çelik-beton kompozit sistemlerin deneysel ve sayısal
analizi ARAŞTIRMA
KONULARI ▪ Hafif çelik
yapı sistemlerinin deprem davranışı ▪ Moment aktaran prefabrik
beton kiriş-kolon birleşimleri ▪ Lif
takviyeli polimer profillerin enerji iletim hattı direklerinde kullanımı ▪ Çelik
kafes enerji nakil
hattı direklerindeki civatalı bağlatılar ▪ Çelik-beton kompozit
kirişlerin davranışı ▪ Prefabrik beton
boşluklu döşeme elemanlarında arayüz kayma
davranışı ▪ Öngerme
halatlarının çelik liflerle takviye edilmiş beton içerisindeki
kenetlenme davranışı ▪ Öngerilmeli beton
köprü sistemlerinin yatay çarpma yükleri altındaki
davranışı VERİLEN
DERSLER ▪ Mukavemet ▪ Betonarme
Tasarımı ▪ Yapısal Çelik
Tasarımı ▪ Öngerilmeli Beton
Tasarımı İŞ
TECRÜBESİ ▪ Prof.
Dr., İnşaat Mühendisliği Bölümü, Orta Doğu Teknik Üniversitesi, Türkiye, 2019 ▪ Doç.
Dr., İnşaat Mühendisliği Bölümü, Orta Doğu Teknik Üniversitesi, Türkiye, 2014
2019 ▪ Doç. Dr.,
İnşaat Mühendisliği Bölümü, Atılım Üniversitesi, Türkiye,
2013 2014 ▪ Yrd. Doç. Dr.,
İnşaat Mühendisliği Bölümü, Atılım Üniversitesi,
Türkiye, 2007 2013 ▪ Tasarım
Mühendisi, Walter P Moore and Associates, Las Vegas, Nevada, ABD, 2006 2007 ▪ Araştırma
Görevlisi, Minnesota Üniversitesi, Minneapolis, Minnesota, ABD, 1999 2006 ÖDÜLLER
ve BURSLAR ▪ Robert
J. Lyman Ödülü, Precast/Prestressed
Concrete Institute (PCI), 2025 ▪ En
İyi Doktora Tezi Ödülü, Minnesota Üniversitesi, 2007 ▪ Doktora Tez Bursu,
Minnesota Üniversitesi, 2004 ▪ M. J. Huber
Ulaşım Mühendisliği Araştırma ve Eğitimde
Başarı Ödülü, Minnesota Üniversitesi, 2004 ▪ Köprü
Mühendisliği Alanında En İyi Lisansüstü Öğrenci Makalesi
Ödülü, Nevada Üniversitesi, 2003 ▪ Sommerfeld Bursu,
Minnesota Üniversitesi, 1999 YAYINLAR [32] B.T. Kılıç, E. Baran (2026) Experimental and Finite
Element Investigation of Bolted Connections in GFRP Composite Cross-Arms for Energy
Distribution Towers, Polymers, 18(8). [31] B.T. Kılıç, E. Baran, S. Cılız
(2026) Experimental
Study of Glass Fiber-Reinforced Polymer Composite Crossarms for Power Transmission Towers, Journal
of Composites for Construction, 30(3). [30] B.M. Pehlivan, E. Baran,
C. Topkaya (2025) Seismic behavior of cold-formed steel framed multi-panel and
two-story shear walls, Bulletin of Earthquake Engineering, 23. [29] M. Mahamid, I. TorraBilal,
E. Baran (2024) An
investigation and design of novel moment-resisting beam-column connections
for precast concrete construction, PCI Journal, 69(4). [28] A. Öztürk, E. Baran,
A. Askan (2024) A numerical
investigation of longitudinal track-bridge interaction in simply-supported
precast concrete girder railway bridges, ASCE Practice Periodical
on Structural Design and Construction, 29(3). [27] B.M. Pehlivan, E. Baran,
C. Topkaya (2023) FEMA
P695 seismic performance evaluation of cold-formed steel buildings with
different shear wall strengths and stiffnesses, Soil
Dynamics and Earthquake Engineering, 173. [26] S. Kartal, I. Kalkan,
H.C. Mertol, E. Baran
(2022) Influence
of the proportion of FRP to steel reinforcement on the strength and ductility
of hybrid reinforced concrete beams, European Journal of
Environmental and Civil Engineering. [25] B.M. Pehlivan, E. Baran,
C. Topkaya, Y.T. Işık
(2022) Investigation
of CFS shear walls with two-sided sheathing and dense fastener layout, Thin-Walled
Structures, 180. [24] I. TorraBilal, M. Mahamid,
E. Baran (2022) Cyclic
behaviour of precast beam-to-column connections: An experimental and
numerical investigation, Structures, 35. [23] E. Baran, M. Mahamid,
M. Baran, M. Kurtoğlu,
I. TorraBilal (2021) Performance
of a moment resisting beam-column connection for precast concrete
construction, Engineering Structures, 246. [22] H. Güldür, E. Baran,
C. Topkaya (2021) Experimental
and numerical analysis of cold-formed steel floor trusses with concrete
filled compression chord, Engineering Structures, 234. [21] P. Arıkoğlu, E. Baran, C. Topkaya (2020) Behavior
of channel connectors in steel-concrete composite beams with precast slabs, Journal
of Constructional Steel Research, 172. [20] B.M. Pehlivan, E. Baran,
C. Topkaya (2020) An
energy dissipating hold down device for cold-formed steel structures, Journal
of Constructional Steel Research, 166. [19] A. Öztürk, E. Baran,
C. Tort (2019) Nonlinear fiber modeling of
steel-concrete partially composite beams with channel connectors, KSCE
Journal of Civil Engineering, doi:
10.1007/s12205-019-1163-2. [18] C. Dizdar,
E. Baran, C. Topkaya (2019)
Strength and stiffness of floor trusses fabricated from
cold-formed steel lipped channels, Engineering
Structures, 181: 437-457. [17] B.M.
Pehlivan, E. Baran, C. Topkaya (2018) Testing
and analysis of different hold down devices for CFS construction, Journal of Constructional Steel Research,
145: 97-115. [16] E.
Baran, T. Akış, G. Şen,
A. Draisawi (2016) Experimental
and numerical analysis of a bolted connection in steel transmission towers, Journal of Constructional Steel Research,
121: 253-260. [15] H.C.
Mertol, E. Baran, H.J. Bello (2015) "Flexural
behavior of lightly and heavily reinforced steel fiber concrete beams",
Construction and Building Materials, 98: 185-193. [14] E. Baran (2015) "Effects
of cast-in-place concrete topping on flexural response of precast concrete
hollow-core slabs", Engineering Structures, 98: 109-117. [13] E.
Baran, C. Topkaya (2014) "Behavior
of steel-concrete partially composite beams with channel type shear
connectors", Journal of Constructional Steel Research, 97: 69-78. [12] E.
Baran, H.C. Mertol, B. Güneş (2014) "Damage
in reinforced concrete buildings during the 2011 Van, Turkey earthquakes",
ASCE Journal of Performance of Constructed Facilities, 28(3): 466-479. [11] E.
Baran, A.E. Schultz, C.E. French (2013) "Performance
of a prestressed concrete bridge system under equivalent static lateral
impact loads", ASCE Journal of Performance of Constructed
Facilities, 27(4): 450-459. [10] E.
Baran, T. Arsava (2012) Flexural
strength design criteria for concrete beams reinforced with high-strength
steel strands, Advances in Structural Engineering, 15(10): 1781-1792. [9] E.
Baran, C. Alıca (2012) "Behavior
of cold-formed steel wall panels under monotonic horizontal loading",
Journal of Constructional Steel Research, 79: 1-8. [8] E.
Baran, C. Topkaya (2012) "An
experimental study on channel type shear connectors", Journal of
Constructional Steel Research, 74: 108-117. [7] E.
Baran, T. Akış, S. Yeşilmen
(2012) "Pull-out
behavior of prestressing strands in steel fiber
reinforced concrete", Construction and Building Materials, 28:
362-371. [6] E.
Baran, R. Rohne, C.E. French, A.E. Schultz (2009) "Experimental
determination of resistance characteristics of support details used in
prestressed concrete bridge girders", ASCE Journal of Bridge
Engineering, 14(5): 319-326. [5] E.
Baran, A.E. Schultz, C.E. French (2007) "Behavior
of girder-floor beam connections in prestressed concrete pedestrian bridges
subjected to lateral impact loads", ASCE Journal of Structural
Engineering, 133(11): 1670-1681. [4] E.
Baran, A.E. Schultz, C.E. French (2006) "Tension tests
on cast-in-place inserts: influence of reinforcement and prestress",
PCI Journal, 51(5): 88-108. [3] E.
Baran, C.K. Shield, C.E. French (2005) "A
comparison of methods for experimentally determining prestress losses in
pretensioned prestressed concrete girders", American Concrete
Institute Special Publication SP-231: 161-180. [2] E.
Baran, A.E. Schultz, C.E. French (2005) "Analysis of
the flexural strength of prestressed concrete flanged sections", PCI
Journal, 50(1): 74-93. [1] E.
Baran, C.K. Shield, C.E. French, T.A. Wyffels (2004) "Analysis of
the effects of vertical pre-release cracks on prestressed concrete bridge girders",
PCI Journal, 49(6): 114-130. |
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