Search Results - "Arif Gurel, M."

Free vibration analysis of uniform and stepped cracked beams with circular cross sections by Kisa, Murat, Arif Gurel, M.

“…This paper presents a novel numerical technique applicable to analyse the free vibration analysis of uniform and stepped cracked beams with circular cross…”
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Modal analysis of multi-cracked beams with circular cross section by Kisa, Murat, Arif Gurel, M.

“…This paper proposes a numerical model that combines the finite element and component mode synthesis methods for the modal analysis of beams with circular cross…”
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Buckling of slender prismatic circular columns weakened by multiple edge cracks by GUREL, M. Arif

“…The investigation of the effects of cracks or similar weaknesses on the load carrying capacity of structural elements such as columns, beams and shells is an…”
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Efficiency of Buttress Form on the Out-of-plane Resistance of Masonry Walls Subjected to Vault Thrust by Avcil, Fatih, Izol, Rabia, Gurel, M. Arif, Arkan, Enes, Mollamahmutoglu, Cagri

“…Many historical buildings are covered with vaults or domes. This study investigates the effectiveness of the buttress form on the lateral (out-of-plane)…”
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Experimental and Numerical Investigation of the Tendon Layout Effect on Flexural Capacity in Post-Tensioning Beams by Pekgokgoz, R. Kadir, Izol, Gamze, Avcil, Fatih, Gurel, M. Arif

“…This study examined the bending and ductility capacities of reinforced concrete beams produced with the post-tensioning technique used to cross wide spans in…”
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LPG explosion damage of a reinforced concrete building: A case study in Sanliurfa, Turkey by Turgut, Paki, Arif Gurel, M., Kadir Pekgokgoz, R.

“…[Display omitted] •It is considered the risk of LPG release to be low.•The potential consequences of such a leak is devastating.•The interesting damages of RC…”
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Effect of Buttress Form on Transverse Seismic Resistance of Masonry Buildings by Gürel, M. Arif, İzol, Rabia, Mollamahmutoğlu, Çağrı, Pekgökgöz, R. Kadir, Yüksel, F. Şebnem Kuloğlu, Özeren, Meryem

“…This study investigates the effect of buttress form on the seismic resistance of masonry buildings. For this purpose, a basic model generated from a real…”
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Modal analysis of cracked cantilever composite beams by Kisa, Murat, Arif Gurel, M.

“…Modal analysis of cracked cantilever composite beams, made of graphite-fibre reinforced polyamide, is studied. By using the finite element and component mode…”
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Dynamic Analysis of Vertically Post-Tensioned Masonry Minarets by Pekgökgöz, Recep K., Gürel, M. Arif, Mammadov, Ziraddin, Çili, Feridun

“…In Turkey, with the occurrence of almost every strong and even moderate earthquake, damage to masonry minarets is observed. In the present work, efficiency of…”
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Strength capacity of unreinforced masonry cylindrical columns under seismic transverse forces by Gurel, M. Arif, Pekgokgoz, R. Kadir, Cili, Feridun

“…In this paper, the seismic resistance of unreinforced masonry (URM) cylindrical columns is investigated with an equivalent static analysis procedure. To this…”
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Modal analysis of cracked cantilever composite beams by Kisa, Murat, Arif Gurel, M

“…Modal analysis of cracked cantilever composite beams, made of graphite-fibre reinforced polyamide, is studied. By using the finite element and component mode…”
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Numerical Assessment of the Lateral Stiffness of Unreinforced Masonry Rectangular Columns by Gurel, M. Arif, Senocak, Ayten, Pekgokgoz, R. Kadir, Gumuscu, Mehmet

“…Using an efficient numerical model capable of capturing the cracking and second-order effects, this study investigates the lateral stiffness of unreinforced…”
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Stability of Slender Masonry Columns with Circular Cross-Section under Their Own Weight and Eccentric Vertical Load by Gurel, M. Arif

“…This work concerns the stability of unreinforced masonry slender circular cross-sectional columns subjected to their own weight and eccentric vertical load…”
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Investigation of the effectiveness of nature-inspired buttress forms in supporting masonry structures

“…A buttress is a crucial element for vaulted and domed masonry structures. In this study, after reviewing the buttress forms in historical masonry architecture,…”
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EFFECTS OF COLUMN FAILURES ON THE INTERNAL FORCES OF ORTHOGONAL REINFORCED CONCRETE BUILDING FRAMES by Nilay KAYA, M. Arif GÜREL, A. Sayıl ERDOĞAN, Mehmet GÜMÜŞÇÜ, R. Kadir PEKGÖKGÖZ

“…In this study, the effects of column failures which may take place due to the special causes such as blast, vehicle impact, insufficient or deficient design,…”
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Dikdörtgen payandalı yüksek yığma duvarların düzlem dışı deprem dayanımlarının yaklaşık hesabı by İZOL, Rabia, GÜREL, M. Arif, PEKGÖKGÖZ, Recep Kadir, AVCİL, Fatih

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Ortogonal Çerçeveli Betonarme Binalarda Kolon Kırılmalarının İç Kuvvetler Üzerindeki Etkileri by Kaya,Nilay Çabuk, Gürel,Muhammet Arif, Erdoğan,A. Sayıl, Gümüşçü,Mehmet, Pekgökgöz,Recep Kadir

“…Bu çalışmada, patlama, araç çarpması, yetersiz veya yanlış tasarım gibi özel nedenlerle meydana gelebilecek kolon kırılmalarının ortogonal çerçeveli betonarme…”
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Dikdörtgen payandalı yüksek yığma duvarların düzlem dışı deprem dayanımları by İzol,Rabia, Gürel,Muhammet Arif, Pekgökgöz,Recep Kadir, Avcil,Fatih

“…Bu makalede payandalı yüksek yığma duvarların deprem dayanımları eşdeğer statik analiz yöntemi ile yaklaşık olarak incelenmiştir. Bu amaçla dikdörtgen kesitli…”
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Buckling of slender prismatic columns with a single edge crack under concentric vertical loads by KISA, Murat, GÜREL, M.Arif

“…The investigation of the stability behavior of slender columns with cracks is an important problem and finds applications in structural, mechanical and…”
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Lateral stiffness of unreinforced masonry circular columns under cracked conditions by KISA, Murat, GÜREL, M.Arif, ÇILI, Feridun

“…Both walls and columns are main structural elements of monumental buildings. In resisting seismic forces, the lateral stiffness of these elements is an…”
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