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Toplam 11 adet sonuçtan 11 tanesi görüntülenmektedir.

Artificial Neural Network (ANN) Validation Research: Free Vibration Analysis of Functionally Graded Beam via Higher-Order Shear Deformation Theory and Artificial Neural Network Method

Applied Sciences-Basel, Vol. 14, No. 1, Aralık 2023, s. 1-15, ISSN: 2076-3417

ÇELİK MURAT, GÜNDOĞDU EMİRCAN, ÖZDİLEK EMİN EMRE, DEMİRKAN EROL, ARTAN REHA

Erol Demirkan Özgün Makale functionally graded materialcomposite beamartificial neural networkfree vibration

In plane free vibrations of circular beams made of functionally graded material in thermal environment Beam theory approach

Composite Structures, Vol. 122, Nisan 2015, s. 217-228, ISSN: 02638223

EROĞLU UĞURCAN

Uğurcan Eroğlu Özgün Makale

Small-Amplitude free vibrations of straight beams subjected to large displacements and rotation

APPLIED MATHEMATICAL MODELLING, Vol. 53, Ocak 2018, s. 223-241, ISSN: 0307-904X

EROĞLU UĞURCAN,TÜFEKCİ EKREM

Uğurcan Eroğlu Özgün Makale Geometrically exact beam theoryCurved beamVibrationStabilityVariational iterational methodDifferential quadrature methodVARIATIONAL ITERATION METHODFINITE-ELEMENT FORMULATIONDIFFERENTIAL QUADRATURE METHODSINGULAR INEXTENSIBLE LIMITINPLANE FREE-VIBRATIONPOST-BUCKLED RODSCURVED BEAMSTRANSVERSE VIBRATIONSLARGE-DEFORMATIONTIMOSHENKO BEAMS

Generalized Formulation for the Behavior of Geometrically Curved and Twisted Three-Dimensional Timoshenko Beams and Its Isogeometric Analysis Implementation

JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, Vol. 89, No. 7, Ocak 2022, ISSN: 0021-8936

YİN HAO, LALE EROL, CUSATİS GİANLUCA

Erol Lale Özgün Makale curved beam Timoshenko beam theory isogeometric analysis nonuniform rational B-spline (NURBS) finite element analysis computational mechanics elasticity structures

Coupled axial-flexural-torsional vibration of Timoshenko frames

JOURNAL OF VIBRATION AND CONTROL, Vol. 20, No. 15, Kasım 2014, s. 2366-2377, ISSN: 1077-5463

YÜCEL ADİL, ARPACI MEHMET ALAİTTİN, TÜFEKCİ EKREM

Adil Yücel Özgün Makale Beam theoryExperimental modal analysisFinite element methodNatural frequenciesBeamsDynamic stiffness matrices

Saint-Venant torsion of arbitrarily shaped orthotropic composite or FGM sections by a hybrid finite element approach

ACTA MECHANICA, Vol. 229, No. 3, Mart 2018, s. 1387-1398, ISSN: 0001-5970

DARILMAZ KUTLU,ORAKDÖĞEN ENGİN,GİRGİN KONURALP

Kutlu Darılmaz Özgün Makale NONUNIFORM TORSIONBEAM THEORYPLATESBARSRIGIDITYANALOGIES

Torsional rigidity of arbitrarily shaped composite sections by hybrid finite element approach

STEEL AND COMPOSITE STRUCTURES, Vol. 7, No. 3, 2007, s. 241-251, ISSN: 1229-9367

DARLLMAZ KUTLU,ORAKDÖĞEN ENGİN,GİRGİN KONURALP,KÜÇÜKARSLAN SEMİH

Semih Küçükarslan Özgün Makale torsional rigiditySaint-Venant’xxs stress functionplatehybrid finite elementFREE-VIBRATION ANALYSISBEAM THEORYBARS

Small-Amplitude free vibrations of straight beams subjected to large displacements and rotation

APPLIED MATHEMATICAL MODELLING, Vol. 53, Ocak 2018, s. 223-241, ISSN: 0307-904X

EROĞLU UĞURCAN,TÜFEKCİ EKREM

Ekrem Tüfekci Özgün Makale Geometrically exact beam theoryCurved beamVibrationStabilityVariational iterational methodDifferential quadrature methodVARIATIONAL ITERATION METHODFINITE-ELEMENT FORMULATIONDIFFERENTIAL QUADRATURE METHODSINGULAR INEXTENSIBLE LIMITINPLANE FREE-VIBRATIONPOST-BUCKLED RODSCURVED BEAMSTRANSVERSE VIBRATIONSLARGE-DEFORMATIONTIMOSHENKO BEAMS

Coupled axial-flexural-torsional vibration of Timoshenko frames

JOURNAL OF VIBRATION AND CONTROL, Vol. 20, No. 15, Kasım 2014, s. 2366-2377, ISSN: 1077-5463

YÜCEL ADİL, ARPACI MEHMET ALAİTTİN, TÜFEKCİ EKREM

Ekrem Tüfekci Özgün Makale Beam theoryExperimental modal analysisFinite element methodNatural frequenciesBeamsDynamic stiffness matrices

A mixed finite element formulation for timoshenko beam on winkler foundation

COMPUTATIONAL MECHANICS, Vol. 31, No. 3-4, 2003, s. 229-237, ISSN: 0178-7675

ERGÜVEN MUAMMER ERTAÇ,GEDİKLİ ABDULLAH

Abdullah Gedikli Özgün Makale timoshenko beam theorymixed formulationweak formfinite element methodwinkler foundationELASTIC-FOUNDATIONSTIFFNESS-MATRIXSHELL ELEMENTSLOCKINGAPPROXIMATIONSCONVERGENCE

Response spectrum of a coupled flexible shaft flexible beam system for cycloidal input motion

Mechanism and Machine Theory, Vol. 47, Ocak 2012, s. 89-102

ANKARALI ARİF,MECİTOĞLU ZAHİT,DİKEN HAMZA

Zahit Mecitoğlu Özgün Makale

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