المؤلفون: Loukil, Mohamed, Varna, Janis

المصدر: Journal of composite materials. 54(9):1161-1176

مصطلحات موضوعية: Effective shear modulus, effective stiffness, stiffness prediction, transverse cracking, Elastic moduli, Laminates, Shear strain, Stiffness, Classical laminate theory, Finite element method analysis, In-plane shear modulus, Intralaminar crackings, Finite element method

وصف الملف: print

URL الوصول: https://urn.kb.se/resolve?urn=urn:nbn:se:ri:diva-40629
https://doi.org/10.1177/0021998319874369

المؤلفون: Ahmed Sharaf, Brian Roos, Raissa Timmerman, Gert-Jan Kremers, Jeffrey John Bajramovic, Angelo Accardo

المصدر: Frontiers in Bioengineering and Biotechnology, Vol 10 (2022)

مصطلحات موضوعية: two-photon polymerization, micro-pillars, nano-pillars, 3D scaffold, effective shear modulus, primary microglia, Biotechnology, TP248.13-248.65

وصف الملف: electronic resource

Relation: https://www.frontiersin.org/articles/10.3389/fbioe.2022.926642/full; https://doaj.org/toc/2296-4185

URL الوصول: https://doaj.org/article/9f9c488c6e4a44e9ab24e5e501dde756

المؤلفون: Xu, Bo-Han, Zhang, Sheng-Du, Zhao, Yan-Hua, Bouchaïr, Abdelhamid, Zhang, Ben

المصدر: Xu , B-H , Zhang , S-D , Zhao , Y-H , Bouchaïr , A & Zhang , B 2022 , ' Mechanical properties of adhesive-free cross-laminated timber ' , ASCE Journal of Structural Engineering , vol. 148 , no. 9 , 04022135 . https://doi.org/10.1061/(ASCE)ST.1943-541X.0003446

مصطلحات موضوعية: adhesive-free cross-laminated timber, dowelled cross-laminated timber (DCLT), densified wood (DW) dowel, bending strength, effective bending stiffness, effective shear modulus, /dk/atira/pure/sustainabledevelopmentgoals/sustainable_cities_and_communities, name=SDG 11 - Sustainable Cities and Communities, /dk/atira/pure/subjectarea/asjc/2200/2211, name=Mechanics of Materials, /dk/atira/pure/subjectarea/asjc/2200/2210, name=Mechanical Engineering, /dk/atira/pure/subjectarea/asjc/2500/2500, name=General Materials Science, /dk/atira/pure/subjectarea/asjc/2200/2215, name=Building and Construction, /dk/atira/pure/subjectarea/asjc/2200/2205, name=Civil and Structural Engineering

وصف الملف: application/pdf

الاتاحة: https://researchonline.gcu.ac.uk/en/publications/07a8b829-608f-48dc-8952-d99a22472a62
https://doi.org/10.1061/(ASCE)ST.1943-541X.0003446
https://researchonline.gcu.ac.uk/ws/files/63177101/AAM_new_author_edit.pdf

المؤلفون: Lopez-Lopez, M. T., Borin, D. Y., Zubarev, A. Y.

المصدر: Phys. Rev. E ; Physical Review E

مصطلحات موضوعية: ANISOTROPY, ELASTIC MODULI, SHEAR STRAIN, COMPOSITE MODULUS, EFFECTIVE SHEAR MODULUS, EXTERNAL MAGNETIC FIELD, INDUCED ANISOTROPY, MAGNETIC INTERACTIONS, SHEAR ELASTICITY, STRONG ANISOTROPY, THEORETICAL STUDY, MAGNETISM, ARTICLE, ELASTICITY

وصف الملف: application/pdf

Relation: Lopez-Lopez M. T. Shear elasticity of isotropic magnetic gels / M. T. Lopez-Lopez, D. Y. Borin, A. Y. Zubarev. — DOI 10.1103/PhysRevE.96.022605 // Physical Review E. — 2017. — Vol. 96. — Iss. 2. — 022605.; Final; All Open Access, Green; https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028662799&doi=10.1103%2fPhysRevE.96.022605&partnerID=40&md5=abd812cfc59a75f85d5d7b1361fe3d5c; https://digibug.ugr.es/bitstream/10481/67775/1/Shear%20elasticity%20of%20isotropic%20magnetic%20gels%20-%20PRE%202017.pdf; http://elar.urfu.ru/handle/10995/102079; 85028662799

الاتاحة: http://elar.urfu.ru/handle/10995/102079
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028662799&doi=10.1103%2fPhysRevE.96.022605&partnerID=40&md5=abd812cfc59a75f85d5d7b1361fe3d5c
https://digibug.ugr.es/bitstream/10481/67775/1/Shear%20elasticity%20of%20isotropic%20magnetic%20gels%20-%20PRE%202017.pdf
https://doi.org/10.1103/PhysRevE.96.022605

المؤلفون: Клименко, М. І., Гребенюк, С. М., Смолянкова, Т. М.

المصدر: Computer Science and Applied Mathematics; No. 2 (2016): Visnyk of Zaporizhzhia National University. Physical and Mathematical Sciences ; 127-136 ; Computer Science and Applied Mathematics; № 2 (2016): Вісник Запорізького національного університету. Фізико-математичні науки; 127-136 ; 2518-1785 ; 2413-6549

مصطلحات موضوعية: composite material, matrix, fiber, effective shear modulus, normal distribution, matching conditions, композиційний матеріал, матриця, волокно, ефективний модуль зсуву, нормальний закон розподілу, умови узгодженості

وصف الملف: application/pdf

Relation: http://journalsofznu.zp.ua/index.php/comp-science/article/view/1381/1334

الاتاحة: http://journalsofznu.zp.ua/index.php/comp-science/article/view/1381

المؤلفون: Ahmed Sharaf, Brian Roos, Raissa Timmerman, Gert-Jan Kremers, Jeffrey John Bajramovic, Angelo Accardo

مصطلحات موضوعية: Biotechnology, Biological Engineering, Genetic Engineering, Biomarkers, Biomaterials, Biomechanical Engineering, Biomedical Engineering not elsewhere classified, Synthetic Biology, Agricultural Marine Biotechnology, Bioremediation, Bioprocessing, Bioproduction and Bioproducts, Industrial Biotechnology Diagnostics (incl. Biosensors), Industrial Microbiology (incl. Biofeedstocks), Industrial Molecular Engineering of Nucleic Acids and Proteins, Industrial Biotechnology not elsewhere classified, Medical Biotechnology Diagnostics (incl. Biosensors), Medical Molecular Engineering of Nucleic Acids and Proteins, Regenerative Medicine (incl. Stem Cells and Tissue Engineering), Medical Biotechnology not elsewhere classified, two-photon polymerization, micro-pillars, nano-pillars, 3D scaffold, effective shear modulus, primary microglia

Relation: https://figshare.com/articles/dataset/DataSheet1_Two-Photon_Polymerization_of_2_5D_and_3D_Microstructures_Fostering_a_Ramified_Resting_Phenotype_in_Primary_Microglia_pdf/20354583

الاتاحة: https://doi.org/10.3389/fbioe.2022.926642.s001
https://figshare.com/articles/dataset/DataSheet1_Two-Photon_Polymerization_of_2_5D_and_3D_Microstructures_Fostering_a_Ramified_Resting_Phenotype_in_Primary_Microglia_pdf/20354583

المؤلفون: Tu, W., Gu, YuanTong, Wen, P.H.

المصدر: Engineering Analysis with Boundary Elements

مصطلحات موضوعية: Effective shear modulus, elastoplasticity, material nonlinearity, point collocation method, radial basis

وصف الملف: application/pdf

Relation: https://eprints.qut.edu.au/48081/1/EABE_2011.pdf; Tu, W., Gu, YuanTong, & Wen, P.H. (2012) Effective shear modulus approach for two dimensional solids and plate bending problems by meshless point collocation method. Engineering Analysis with Boundary Elements, 36(5), pp. 675-684.; https://eprints.qut.edu.au/48081/; Science & Engineering Faculty

الاتاحة: https://eprints.qut.edu.au/48081/

المؤلفون: Cengiz Dundar, Ilker Fatih Kara

المساهمون: DUNDAR, CENGIZ -- 0000-0001-9850-0297, [Kara, Ilker Fatih] Nigde Univ, Dept Civil Engn, TR-51245 Nigde, Turkey -- [Dundar, Cengiz] Cukurova Univ, Dept Civil Engn, TR-01330 Adana, Turkey, Çukurova Üniversitesi, 0-Belirlenecek

المصدر: Computers & concrete. 9:133-151

مصطلحات موضوعية: steel fibers, Materials science, effective moment of inertia, Serviceability (structure), business.industry, cracking, Computational Mechanics, Vertical deflection, high strength concrete, Structural engineering, Fiber-reinforced concrete, Moment of inertia, reinforced concrete, effective shear modulus, law.invention, Cracking, deflections, law, Deflection (engineering), Reinforced solid, Composite material, business, Beam (structure)

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::598d32b79511046b1aeb6008862ec518
https://doi.org/10.12989/cac.2012.9.2.133

المؤلفون: Cengiz Dundar, Ilker Fatih Kara

المساهمون: Çukurova Üniversitesi

المصدر: Engineering Structures. 29:2262-2273

مصطلحات موضوعية: Engineering, Serviceability (structure), business.industry, Effective moment of inertia, Flexural rigidity, Structural engineering, Finite element method, Effective shear modulus, Flexural strength, Deflection (engineering), Reinforced solid, Reinforced concrete frames, Limit state design, Geotechnical engineering, Deflections, Three dimensional analysis, business, Beam (structure), Civil and Structural Engineering

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dc1c320c9c7e1b7273cc31e61bc877d6
https://doi.org/10.1016/j.engstruct.2006.11.018

مصطلحات موضوعية: ЗЕРНОГРАНИЧНОЕ ПРОСКАЛЬЗЫВАНИЕ, INVERSE TEMPERATURE HYSTERESIS, НИЗКОЧАСТОТНОЕ ВНУТРЕННЕЕ ТРЕНИЕ, DISSIPATIVE STRUCTURES, ДИССИПАТИВНЫЕ СТРУКТУРЫ, ОСЦИЛЛЯЦИИ, ЭФФЕКТИВНЫЙ МОДУЛЬ СДВИГА, LOW-FREQUENCY INTERNAL FRICTION, ОБРАТНЫЙ ТЕМПЕРАТУРНЫЙ ГИСТЕРЕЗИС, GRAIN BOUNDARY SLIDING, EFFECTIVE SHEAR MODULUS, OSCILLATION

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_________::1a19d31596f832de569e676a93142181

المؤلفون: Kara, Ilker Fatih, Dundar, Cengiz

المساهمون: 0-Belirlenecek

مصطلحات موضوعية: Effective moment of inertia, Effective shear modulus, Lateral deflection, Reinforced concrete, Three-dimensional analysis

Relation: MECHANICS BASED DESIGN OF STRUCTURES AND MACHINES; Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı; https://dx.doi.org/10.1080/15397734.2010.483551; https://hdl.handle.net/11480/4968; 38; 388; 402

الاتاحة: https://hdl.handle.net/11480/4968
https://doi.org/10.1080/15397734.2010.483551

المؤلفون: Roos, Brian (author)

المساهمون: Accardo, A. (mentor), Ghatkesar, M.K. (graduation committee), Sharaf, A.M.S.E. (graduation committee), Timmerman, Raissa (graduation committee), Bajramovic, Jeffrey (graduation committee), Delft University of Technology (degree granting institution)

مصطلحات موضوعية: Microglia, Brain-on-chip, Two-photon polymerization, Micro-scaffolds, Nanopillars, 2.5D, 3D, Effective shear modulus, Nano decoration, Primary microglia

Relation: http://resolver.tudelft.nl/uuid:828d401b-5718-4fc5-b491-508f04a55618

الاتاحة: http://resolver.tudelft.nl/uuid:828d401b-5718-4fc5-b491-508f04a55618

المؤلفون: Kara, Ilker Fatih, Dundar, Cengiz

المساهمون: 0-Belirlenecek

مصطلحات موضوعية: Reinforced concrete, Effective moment of inertia, Effective shear modulus, Deflections, Loads

Relation: ADVANCES IN ENGINEERING SOFTWARE; Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı; https://dx.doi.org/10.1016/j.advengsoft.2009.01.009; https://hdl.handle.net/11480/5017; 40; 836; 846

الاتاحة: https://hdl.handle.net/11480/5017
https://doi.org/10.1016/j.advengsoft.2009.01.009

المؤلفون: Kara, Ilker Fatih, Dundar, Cengiz

المساهمون: 0-Belirlenecek

مصطلحات موضوعية: Reinforced concrete, Effective moment of inertia, Effective shear modulus, Lateral deflection, Cracking

Relation: ADVANCES IN ENGINEERING SOFTWARE; Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı; https://dx.doi.org/10.1016/j.advengsoft.2009.02.002; https://hdl.handle.net/11480/5016; 40; 777; 785

الاتاحة: https://hdl.handle.net/11480/5016
https://doi.org/10.1016/j.advengsoft.2009.02.002

المؤلفون: Cengiz Dundar, Ilker Fatih Kara

المساهمون: 0-Belirlenecek, Çukurova Üniversitesi, DUNDAR, CENGIZ -- 0000-0001-9850-0297, [Dundar, Cengiz] Cukurova Univ, Dept Civil Engn, TR-01330 Adana, Turkey -- [Kara, Ilker Fatih] Nigde Univ, Dept Civil Engn, Nigde, Turkey

مصطلحات موضوعية: Engineering, Iterative method, General Mathematics, Effective moment of inertia, Aerospace Engineering, Ocean Engineering, Physics::Fluid Dynamics, Shear modulus, Three-dimensional analysis, Effective shear modulus, medicine, Shear wall, Geotechnical engineering, Civil and Structural Engineering, Computer program, business.industry, Fissure, Mechanical Engineering, Lateral deflection, Structural engineering, Condensed Matter Physics, Reinforced concrete, Cracking, medicine.anatomical_structure, Shear (geology), Mechanics of Materials, Reinforced solid, Automotive Engineering, business

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::01f3a8a5f4d1df491731014f53005013
https://hdl.handle.net/11480/4968

المؤلفون: Cengiz Dundar, Ilker Fatih Kara

المساهمون: Çukurova Üniversitesi, 0-Belirlenecek, DUNDAR, CENGIZ -- 0000-0001-9850-0297, [Dundar, Cengiz] Cukurova Univ, Dept Civil Engn, TR-01330 Adana, Turkey -- [Kara, Ilker Fatih] Nigde Univ, Dept Civil Engn, TR-51245 Nigde, Turkey

مصطلحات موضوعية: Cracking, Materials science, business.industry, Effective moment of inertia, Lateral deflection, General Engineering, Structural engineering, Triaxial shear test, Shear rate, Simple shear, Shear modulus, Reinforced concrete, Effective shear modulus, Shear stress, Shear wall, Geotechnical engineering, Shear and moment diagram, Direct shear test, business, Software

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::67ab1a219cb24972fc7a8b64e4bb29cc
https://hdl.handle.net/20.500.12605/18851

المؤلفون: Cengiz Dundar, Ilker Fatih Kara

المساهمون: DUNDAR, CENGIZ -- 0000-0001-9850-0297, [Dundar, Cengiz] Cukurova Univ, Dept Civil Engn, TR-01330 Adana, Turkey -- [Kara, Ilker Fatih] Nigde Univ, Dept Civil Engn, TR-51235 Nigde, Turkey, Çukurova Üniversitesi, 0-Belirlenecek

مصطلحات موضوعية: Materials science, Serviceability (structure), business.industry, Effective moment of inertia, General Engineering, Stiffness, Flexural rigidity, Structural engineering, Reinforced concrete, Effective shear modulus, Reinforced solid, Deflection (engineering), Bending stiffness, Loads, medicine, Geotechnical engineering, Shear and moment diagram, Deflections, medicine.symptom, business, Software, Beam (structure)

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9df3f998f0806ec82f51e2a9569e1593
https://hdl.handle.net/11480/5017

المؤلفون: Kara, İlker Fatih

المساهمون: Dündar, Cengiz, Çukurova Üniversitesi, Fen Bilimleri Enstitüsü, İnşaat Mühendisliği Anabilim Dalı, İnşaat Mühendisliği Anabilim Dalı

مصطلحات موضوعية: Üç boyutlu analiz, etkili atalet momenti, yatay deplasmanlar, reinforced concrete frames, effective moment of inertia, etkili kayma modülü, lateral deflections, İnşaat Mühendisliği, Three dimensional analysis, Civil Engineering, effective shear modulus, betonarme çerçeveler

وصف الملف: application/pdf

URL الوصول: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::b96b444be1acbb738d430726eb6a4165
https://hdl.handle.net/20.500.12605/32485

المؤلفون: Kara, İlker Fatih

المساهمون: Dündar, Cengiz, Çukurova Üniversitesi, Fen Bilimleri Enstitüsü, İnşaat Mühendisliği Anabilim Dalı

مصطلحات موضوعية: Üç boyutlu analiz, betonarme çerçeveler, etkili atalet momenti, etkili kayma modülü, yatay deplasmanlar, Three dimensional analysis, reinforced concrete frames, effective moment of inertia, effective shear modulus, lateral deflections

Relation: Tez; Kara, İlker Fatih. (2007). Betonarme yapıların çatlama etkisi göz önüne alınarak lineer olmayan analizi. (Yayınlanmamış doktora tezi). Çukurova Üniversitesi, Fen Bilimleri Enstitüsü, İnşaat Mühendisliği Anabilim Dalı, Adana.; http://library.cu.edu.tr/tezler/6353.pdf; https://hdl.handle.net/20.500.12605/32485

الاتاحة: https://hdl.handle.net/20.500.12605/32485
http://library.cu.edu.tr/tezler/6353.pdf

المؤلفون: Tanrikulu, AK, Dundar, C, Cagatay, IH

المساهمون: Çukurova Üniversitesi

مصطلحات موضوعية: reinforced concrete frames, analysis, effective moment of inertia, effective shear modulus, deflections, beam in cracked state

Relation: STRUCTURAL ENGINEERING AND MECHANICS; Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı; https://dx.doi.org/10.12989/sem.2000.10.5.463; https://hdl.handle.net/20.500.12605/7693; 10; 463; 478

الاتاحة: https://hdl.handle.net/20.500.12605/7693
https://doi.org/10.12989/sem.2000.10.5.463