ARAMA SONUÇLARI

Toplam 10 adet sonuçtan 10 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 without and with 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

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

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

Developments in Seismic Safety of RC Building Stock of Istanbul According to the Years and Seismic Design Codes

fib Symposium 2023, 5 Haziran 2023

AYDOGDU HASAN HÜSEYİN, İLKİ ALPER

Alper İlki Tam metin bildiri

Extrapolation of Test Data in Time, Size and Risk: A Challenge for Concrete Design Codes

IABSE Symposium Prague 2022: Challenges for Existing and Oncoming Structures, Prag/ÇEK CUMHURİYETİ, 25 Mayıs 2022, s. 54-66

BAZANT ZDENEK P., DÖNMEZ AHMET ABDULLAH

Ahmet Abdullah Dönmez Tam metin bildiri

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","1751-7648

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","1943-7889

RASOOLİNEJAD MOHAMMAD,DÖNMEZ AHMET ABDULLAH,BAZANT ZDENEK P.

Ahmet Abdullah Dönmez Özgün Makale

READING LIBESKIND’ S DESIGN IDEAS THROUGH BARTHES’ S NARRATIVE CODES: JEWISH MUSEUM BERLIN

Archtheo '20 - XIV. International COnference on Theory and History of Architecture, İSTANBUL/TÜRKİYE, 6 Kasım 2020

YAZICI MELİS, EREM NESİP ÖMER

Nesip Ömer Erem Tam metin bildiri

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