ARAMA SONUÇLARI

Toplam 11 adet sonuçtan 11 tanesi görüntülenmektedir.

Design of an idusterial steel building according to new Turkish seismic and steel design codes

Fen Bilimleri Enstitüsü, İstanbul Teknik Üniversitesi, 2018

MOHAMMAD ZAHER SERDAR

Barlas Özden Çağlayan Tez Yüksek Lisans Tamamlandı

Size Effect on Punching Strength of Reinforced Concrete Slabs with and without Shear Reinforcement

ACI STRUCTURAL JOURNAL, Vol. 114, No. 4, Ağustos 2017, s. 875-886, ISSN: 0889-3241

DÖNMEZ AHMET ABDULLAH,BAZANT ZDENEK P.

Ahmet Abdullah Dönmez Özgün Makale design codesfailurefinite element analysisoptimum data fittingpunching shearquasibrittle fracturereinforced concretesize effectstatistical analysisMICROPLANE MODEL M7FLAT SLABSDESIGNRESISTANCECAPACITYTESTS

STTC design for vehicular communication systems employing fixed-gain AF PLNC over cascaded fading channels

IET COMMUNICATIONS, Vol. 12, No. 11, 2018, s. 1283-1289, ISSN: 1751-8628

ATA SERDAR ÖZGÜR,ALTUNBAŞ İBRAHİM

On the design of LDPC codes for MSK

GLOBECOM'01. IEEE Global Telecommunications Conference (Cat. No.01CH37270), San Antonio, TX, USA/AMERİKA BİRLEŞİK DEVLETLERİ, 25 Kasım 2001

NARAYANAN KRİSHNA,ALTUNBAŞ İBRAHİM,NARAYANASWAMİ RAVİ

İbrahim Altunbaş Tam metin bildiri

Earthquakes Existing Buildings and Seismic Design Codes in Turkey

Arabian Journal for Science and Engineering, Vol. 37, No. 2, Mart 2012, s. 365-380, ISSN: 1319-8025

ILKİ A., CELEP Z.

Alper İlki Özgün Makale

Critique of critical shear crack theory for fib Model Code articles on shear strength and size effect of reinforced concrete beams

Structural Concrete, Vol. 20, No. 4, Ağustos 2019, s. 1451-1463, ISSN: 1464-4177

DÖNMEZ AHMET ABDULLAH,BAZANT ZDENEK P.

Ahmet Abdullah Dönmez Özgün Makale brittlenessconcrete fracturedesign codesenergy criteriafinite elements simulationsfracture mechanicsmechanics of concretescalingshear failurestructural strengthTRANSVERSE REINFORCEMENTPROVISIONSFRACTUREMEMBERSFAILURESLABSBANDM7

Fracture and Size Effect Suppression by Mesh Reinforcement of Concrete and Justification of Empirical Shrinkage and Temperature Reinforcement in Design Codes

JOURNAL OF ENGINEERING MECHANICS, Vol. 146, No. 10, Ekim 2020, s. 4020120-4020120, ISSN: 0733-9399

RASOOLİNEJAD MOHAMMAD,DÖNMEZ AHMET ABDULLAH,BAZANT ZDENEK P.

Ahmet Abdullah Dönmez Özgün Makale

Buckling lengths of unbraced multi storey frame columns

STRUCTURAL ENGINEERING AND MECHANICS, No. 19, Ocak 2005, s. 55, ISSN: 1225-4568

ÖZMEN GÜNAY,GİRGİN KONURALP

Konuralp Girgin Özgün Makale buckling load; buckling length; effective length; sway mode; unbraced frames; isolated subassembly; multi-storey frames; design codes

BEHAVIOUR OF SFRC FILLED STEEL TUBE COLUMNS UNDER AXIAL LOAD

International Journal of Advanced Steel Construction, Vol. 9, No. 1, Kasım 2013, s. 14-25, ISSN: 1816-112X

GÜLER SONER,LALE EROL,AYDOĞAN METİN

Erol Lale Özgün Makale Steel fiber reinforced concreteDesign codesBond effectSteel tube column

COMMENTS ON COMBINED TURBO CODES AND INTERLEAVER DESIGN

IEEE TRANSACTIONS ON COMMUNICATIONS, Vol. 51, No. 2, Şubat 2003, s. 308-308

AKSOY KENAN,AYGÖLÜ HASAN ÜMİT

Hasan Ümit Aygölü Özgün Makale

Network coded cooperation testbed Implementation and performance results

Design and Application of Random Network Codes (DARNEC) COST 1104 Konferansı, 4 Kasım 2015

GÖKCELİ SELAHATTİN,TEDİK SEMİHA,KARABULUT KURT GÜNEŞ ZEYNEP

Güneş Zeynep Karabulut Kurt Özet Bildiri

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