المؤلفون: Xiaojiang Hong, Jin Chai Lee, Bo Qian, Mingdong Yu, Qiansha Li, Panli You

المصدر: Scientific Reports, Vol 14, Iss 1, Pp 1-16 (2024)

مصطلحات موضوعية: High-strength lightweight concrete, Shear behaviour, Beam, Graphene oxide, Shale ceramsite, Medicine, Science

وصف الملف: electronic resource

Relation: https://doaj.org/toc/2045-2322

URL الوصول: https://doaj.org/article/5ab66af487e44708a694fb4f7153a00c

المؤلفون: Hussein Mohammed J., Mayyahi Taghreed H., Domat Wassim B.

المصدر: Civil and Environmental Engineering, Vol 20, Iss 1, Pp 526-543 (2024)

مصطلحات موضوعية: geopolymer concrete beam (gpc), shear behaviour, basalt fiber bars (bfrp), numerical study, hybrid fiber, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: https://doaj.org/toc/2199-6512

URL الوصول: https://doaj.org/article/e9906a925a2f43cf9f47985465a56af2

المؤلفون: Xue, H., Ashour, Ashraf, Ge, W., Cao, D., Sun, C.

مصطلحات موضوعية: Steel truss-reinforced concrete box girder, Flexural behaviour, shear behaviour

الاتاحة: http://hdl.handle.net/10454/19941

المؤلفون: De'nan, Fatimah, Hashim, Nor Salwani, Sua, Xing Yong

المصدر: World Journal of Engineering, 2022, Vol. 20, Issue 6, pp. 1136-1146.

URL الوصول: http://www.emeraldinsight.com/doi/10.1108/WJE-03-2022-0107

المؤلفون: Belletti, Beatrice, Ravasini, Simone, Sirico, Alice, Sánchez Montero, Javier, Torres Martín, Julio Emilio, Rebolledo Ramos, Nuria, Saura Gómez, Pascual

المساهمون: Universidad de Alicante. Departamento de Construcciones Arquitectónicas, Grupo de Investigación en Restauración Arquitectónica de la Universidad de Alicante. GIRAUA-CICOP, Tecnología y Sostenibilidad en Arquitectura

مصطلحات موضوعية: Shear behaviour, Prestressed concrete beams, Corrosion, Reparation

Relation: https://doi.org/10.1201/9781003483755-59; http://hdl.handle.net/10045/146820

الاتاحة: http://hdl.handle.net/10045/146820
https://doi.org/10.1201/9781003483755-59

المؤلفون: Ferreira, Luis Miguel Marques, Graciani Díaz, Enrique, París Carballo, Federico, Suleman, A. (Coordinador), Camanho, P. (Coordinador)

المساهمون: Suleman, A., Camanho, P., Universidad de Sevilla. Departamento de Mecánica de Medios Continuos y Teoría de Estructuras, Universidad de Sevilla. TEP131: Grupo de Elasticidad y Resistencia de Materiales

مصطلحات موضوعية: Composites, Non-crimp fabric, Finite element models, In-plane shear behaviour

Relation: IV ECCOMAS Thematic Conference on the Mechanical Response of Composites COMPOSITES 2013 (2013).; https://idus.us.es/handle//11441/155187

الاتاحة: https://idus.us.es/handle//11441/155187

المؤلفون: Yang Liu, Wenhao Zhang, Meili Zhou, Wei Hou, Yixin Zhang

المصدر: Case Studies in Construction Materials, Vol 19, Iss , Pp e02570- (2023)

مصطلحات موضوعية: Slab-column connections, Steel plates, Punching shear behaviour, Post-punching shear behaviour, Engineering cementitious composite, Enhancement, Materials of engineering and construction. Mechanics of materials, TA401-492

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S2214509523007507; https://doaj.org/toc/2214-5095

URL الوصول: https://doaj.org/article/b0cdbc26df48456794c86f09da592d68

المؤلفون: Shubo Zhang, Gang Wang, Yujing Jiang, Changsheng Wang, Feng Xu

المصدر: International Journal of Mining Science and Technology, Vol 33, Iss 10, Pp 1301-1316 (2023)

مصطلحات موضوعية: Rock joint, Roughness, Shear behaviour, Wear, Asperity, Mining engineering. Metallurgy, TN1-997

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S2095268623001258; https://doaj.org/toc/2095-2686

URL الوصول: https://doaj.org/article/5ad2b968cff04f8f81be0399f53c0f6d

المؤلفون: Elisa Ponzoni, Stefano Muraro, Alessandra Nocilla, Cristina Jommi

المساهمون: Ponzoni, Elisa, Muraro, Stefano, Nocilla, Alessandra, Jommi, Cristina

مصطلحات موضوعية: soft soils, triaxial tests, compression behaviour, shear behaviour, organic matter

Relation: info:eu-repo/semantics/altIdentifier/wos/WOS:001238789500001; volume:61; issue:9; firstpage:1819; lastpage:1831; numberofpages:13; journal:CANADIAN GEOTECHNICAL JOURNAL; https://hdl.handle.net/11311/1272228

الاتاحة: https://hdl.handle.net/11311/1272228
https://doi.org/10.1139/cgj-2023-0058
https://cdnsciencepub.com/doi/full/10.1139/cgj-2023-0058

المؤلفون: Ferreira, Luis Miguel Marques, Graciani Díaz, Enrique, París Carballo, Federico

المساهمون: Universidad de Sevilla. Departamento de Mecánica de Medios Continuos y Teoría de Estructuras, Universidad de Sevilla. TEP131: Grupo de Elasticidad y Resistencia de Materiales

مصطلحات موضوعية: In-plane shear behaviour, Composites, Non-crimp fabric, Finite element analysis, Fibre crimp

Relation: Journal of Applied and Computational Mechanics.; https://jacm.scu.ac.ir/article_19370.html; https://idus.us.es/handle//11441/161997

الاتاحة: https://idus.us.es/handle//11441/161997

المؤلفون: José J. Padilla, Francisco I. Chicharro, Alicia Cordero, Alejandro M. Hernández-Díaz, Juan R. Torregrosa

المصدر: Mathematics, Vol 12, Iss 3, p 499 (2024)

مصطلحات موضوعية: nonlinear systems, iterative methods, reinforced concrete, shear behaviour, convergence order, efficiency, Mathematics, QA1-939

Relation: https://www.mdpi.com/2227-7390/12/3/499; https://doaj.org/toc/2227-7390; https://doaj.org/article/924c6af25e8d424590bbdbcbf74cd25a

الاتاحة: https://doi.org/10.3390/math12030499
https://doaj.org/article/924c6af25e8d424590bbdbcbf74cd25a

المؤلفون: Elham Mousavian, Claudia Casapulla

المصدر: Applied Sciences, Vol 14, Iss 11, p 4475 (2024)

مصطلحات موضوعية: torsion-shear behaviour of interlocking interfaces, multi-lock interfaces, concave formulation of limit analysis, distinct element method, multisurface plasticity, Technology, Engineering (General). Civil engineering (General), TA1-2040, Biology (General), QH301-705.5, Physics, QC1-999, Chemistry, QD1-999

Relation: https://www.mdpi.com/2076-3417/14/11/4475; https://doaj.org/toc/2076-3417; https://doaj.org/article/34ba5be942de404b8e55a35e5ac0c362

الاتاحة: https://doi.org/10.3390/app14114475
https://doaj.org/article/34ba5be942de404b8e55a35e5ac0c362

المؤلفون: Cui She-qiang, Zhou Chao, Sadeghi Hamed

المصدر: E3S Web of Conferences, Vol 544, p 12002 (2024)

مصطلحات موضوعية: soil-structure interface, temperature effects, saturated shear behaviour, cooling/heating condition, Environmental sciences, GE1-350

Relation: https://www.e3s-conferences.org/articles/e3sconf/pdf/2024/74/e3sconf_is-porto2024_12002.pdf; https://doaj.org/toc/2267-1242; https://doaj.org/article/aaec075f67284fb7b481af2df0e936cd

الاتاحة: https://doi.org/10.1051/e3sconf/202454412002
https://doaj.org/article/aaec075f67284fb7b481af2df0e936cd

المؤلفون: Fathalla, Eissa, Ringeisen, Bertrand, Lenges, Marc, Mihaylov, Boyan

المصدر: Journal of Advanced Concrete Technology, 22 (2), 86 - 102 (2024-02)

مصطلحات موضوعية: Cast in place, Cast-in-place concrete, In-buildings, Lateral loads, Pre-cast, Reinforced concrete shear walls, Seismic action, Shear behaviour, Shears strength, Wind action, Building and Construction, Materials Science (all), Engineering, computing & technology, Civil engineering, Ingénierie, informatique & technologie, Ingénierie civile

Relation: https://www.jstage.jst.go.jp/article/jact/22/2/22_86/_pdf; urn:issn:1346-8014

URL الوصول: https://orbi.uliege.be/handle/2268/324894

المؤلفون: Amani, Mozhdeh, Al-Emrani, Mohammad, Flansbjer, Mathias

المصدر: Journal of constructional steel research. 210

مصطلحات موضوعية: Corrugated web girders, Imperfection sensitivity, Shear strength, Stainless steel, Beams and girders, Buckling, Yield stress, Buckling mode, Corrugated web, Initial imperfection, Shear behaviour, Shears strength, Steel girder, Ultimate strength, Web panels, Strain hardening

وصف الملف: print

URL الوصول: https://urn.kb.se/resolve?urn=urn:nbn:se:ri:diva-65673
https://doi.org/10.1016/j.jcsr.2023.108086

المؤلفون: Abbas Dawood, Hayder Al-Khazraji, Dua'a Mahmood

المصدر: Advances in Civil and Architectural Engineering, Vol 14, Iss 27, Pp 80-96 (2023)

مصطلحات موضوعية: iron filings, sand replacement, shear behaviour, ductility, stiffness, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: https://hrcak.srce.hr/ojs/index.php/acae/article/view/25361/14404; https://doaj.org/toc/2975-3848

URL الوصول: https://doaj.org/article/248d50ab090f4a9a82c9810f6384f63d

المؤلفون: Dawood, Abbas, Al-Khazraji, Hayder, Mahmood, Dua'a

المصدر: Advances in Civil and Architectural Engineering; Vol. 14 No. 27 (2023); 80-96 ; 2975-3848

مصطلحات موضوعية: iron filings, sand replacement, shear behaviour, ductility, stiffness

وصف الملف: application/pdf

Relation: https://hrcak.srce.hr/ojs/index.php/acae/article/view/25361/14404; https://hrcak.srce.hr/ojs/index.php/acae/article/view/25361

الاتاحة: https://hrcak.srce.hr/ojs/index.php/acae/article/view/25361

المؤلفون: Rulliere, Adrien, Peyras, Laurent, Duriez, Jérôme, Rivard, Patrice, Breul, Pierre

المساهمون: Risques, Ecosystèmes, Vulnérabilité, Environnement, Résilience (RECOVER), Aix Marseille Université (AMU)-Institut National de Recherche pour l’Agriculture, l’Alimentation et l’Environnement (INRAE), Université de Sherbrooke (UdeS), Institut Pascal (IP), Centre National de la Recherche Scientifique (CNRS)-Université Clermont Auvergne (UCA)-Institut national polytechnique Clermont Auvergne (INP Clermont Auvergne), Université Clermont Auvergne (UCA)-Université Clermont Auvergne (UCA), National Sciences and Engineering Research Council of Canada (NSERC)Hydro-QuébecINRAE

المصدر: ISSN: 1964-8189.

مصطلحات موضوعية: Apparent cohesion, DEM, Mohr-Coulomb model, rock joint, roughness, shear behaviour, ZABR, [SPI.GCIV]Engineering Sciences [physics]/Civil Engineering, [SPI]Engineering Sciences [physics]

Relation: WOS: 000922509300001

الاتاحة: https://hal.inrae.fr/hal-03966296
https://hal.inrae.fr/hal-03966296v1/document
https://hal.inrae.fr/hal-03966296v1/file/RULLIERE%20PEYRAS%20et%20al%20EJECE_Revised.pdf
https://doi.org/10.1080/19648189.2023.2172083

المؤلفون: Garcia Ramonda, Larisa, Pelà, Luca, Roca Fabregat, Pedro, Camata, Guido

المساهمون: Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental, Universitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials

مصطلحات موضوعية: Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures, Masonry -- Testing, In-plane shear behaviour, Tensile strength, Masonry, Textile Reinforced Mortar (TRM), Steel Reinforced Grout (SRG), Numerical simulation, Estructures de murs

وصف الملف: application/pdf

Relation: https://www.sciencedirect.com/science/article/pii/S0950061823027149; info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/RTI2018-099589-B-I00/ES/EVALUACION MULTINIVEL DE LA VULNERABILIDADD SISMICA Y MITIGACION DE RIESGO DE EDIFICIOS DE OBRA DE FABRICA EN CENTROS URBANOS HISTORICOS RESILIENTES/; Garcia-Ramonda, L. [et al.]. Experimental and numerical insights on the in-plane behaviour of unreinforced and TRM/SRG retrofitted brick masonry walls by diagonal compression and shear-compression testing. "Construction and building materials", Octubre 2023, vol. 402, núm. article 132997.; http://hdl.handle.net/2117/393514

الاتاحة: http://hdl.handle.net/2117/393514
https://doi.org/10.1016/j.conbuildmat.2023.132997

المؤلفون: Teschemacher, Tobias, Kalkbrenner, Philip, Pelà, Luca, Wüchner, Roland, Bletzinger, Kai Uwe

المساهمون: Universitat Politècnica de Catalunya. Doctorat en Enginyeria de la Construcció, Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental, Universitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials

مصطلحات موضوعية: Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures, Masonry -- Testing, Macro scale modeling, Continuum damage mechanics, Orthotropic damage model, Tensor mapping, Shear behaviour, Estructures de murs

وصف الملف: application/pdf

Relation: https://link.springer.com/article/10.1617/s11527-023-02220-x; Teschemacher, T. [et al.]. An orthotropic damage model for masonry walls with consistent damage evolution laws. "Materials and structures", Octubre 2023, vol. 56, núm. 8, article 151.; http://hdl.handle.net/2117/400825

الاتاحة: http://hdl.handle.net/2117/400825
https://doi.org/10.1617/s11527-023-02220-x