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1دورية أكاديمية
المؤلفون: Ozlu, Ekrem, Arriaga, Francisco J.
المصدر: Soil Science Society of America Journal ; volume 88, issue 2, page 434-448 ; ISSN 0361-5995 1435-0661
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2دورية أكاديمية
المساهمون: Wisconsin Department of Natural Resources
المصدر: Environmental Science: Advances ; volume 3, issue 1, page 51-61 ; ISSN 2754-7000
الإتاحة: https://doi.org/10.1039/d3va00064hTest
http://pubs.rsc.org/en/content/articlepdf/2024/VA/D3VA00064HTest -
3دورية أكاديمية
المساهمون: Ministerio de Economía y Competitividad (España), Universidad Politécnica de Madrid, Osuna-Sequera, Carlos, Arriaga, Francisco, Llana, Daniel F., Íñiguez, Guillermo
مصطلحات موضوعية: Bending strength, Drilling, In-situ assessment, Modulus of elasticity, Resonance, Timber
العلاقة: #PLACEHOLDER_PARENT_METADATA_VALUE#; info:eu-repo/grantAgreement/MINECO//BIA2014-55089-P/ES/INFLUENCIA DE FACTORES FISICOS Y GEOMETRICOS EN LA EVALUACION DE ESTRUCTURAS EXISTENTES DE MADERA MEDIANTE TECNICAS NO DESTRUCTIVAS/; Instituto de Ciencias Forestales (ICIFOR); Publisher's version; https://doi.org/10.1080/17480272.2023.2243673Test; Sí; Wood Material Science and Engineering 0: (2023); http://hdl.handle.net/10261/347988Test; http://dx.doi.org/10.13039/501100003759Test; http://dx.doi.org/10.13039/501100003329Test; 2-s2.0-85168128715; https://api.elsevier.com/content/abstract/scopus_id/85168128715Test
الإتاحة: https://doi.org/10.1080/17480272.2023.224367310.13039/50110000375910.13039/501100003329Test
http://hdl.handle.net/10261/347988Test
https://api.elsevier.com/content/abstract/scopus_id/85168128715Test -
4دورية أكاديمية
المصدر: Maderas-Cienc Tecnol; Vol. 26 (2024) ; 0718-221X ; 0717-3644
مصطلحات موضوعية: Cocos nucifera, Pinus taeda, stress wave, ultrasound wave, wood-plastic materials
وصف الملف: application/pdf
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5دورية أكاديمية
المؤلفون: Arriaga, Francisco, Wang, Xiping, Íñiguez-González, Guillermo, Llana, Daniel F., Esteban, Miguel, Niemz, Peter, id_orcid:0 000-0001-7722-2814
المصدر: Forests, 14 (6)
مصطلحات موضوعية: duration of load, mechanical properties, nondestructive testing, orthotropy, size effect, standardisation, timber
وصف الملف: application/application/pdf
العلاقة: info:eu-repo/semantics/altIdentifier/wos/001017372200001; http://hdl.handle.net/20.500.11850/621892Test
الإتاحة: https://doi.org/20.500.11850/621892Test
https://doi.org/10.3929/ethz-b-000621892Test
https://doi.org/10.3390/f14061202Test
https://hdl.handle.net/20.500.11850/621892Test -
6دورية أكاديمية
المؤلفون: Luengo, Emilio, Arriaga, Francisco, Bobadilla, Ignacio, Hermoso, Eva
العلاقة: Forests 14 (6): 1074 (2023); http://hdl.handle.net/10261/330343Test
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7دورية أكاديمية
المؤلفون: Siemering, Geoffrey S.1 (AUTHOR) gsiemering@wisc.edu, Arriaga, Francisco J.1 (AUTHOR), Cagle, Grace A.1 (AUTHOR), Van Beek, Joelie M.1 (AUTHOR), Freedman, Zachary B.1 (AUTHOR)
المصدر: Water Environment Research (10614303). May2024, Vol. 96 Issue 5, p1-19. 19p.
مصطلحات موضوعية: *CHEESEMAKING, *RESOURCE recovery facilities, *MICROBIAL diversity, *DENITRIFICATION, *CONSTRUCTED wetlands, *SOIL respiration, *SEWAGE irrigation
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8دورية أكاديمية
المؤلفون: Hosseinzadeh, Elnaz, Bosques‐Palomo, Beatriz, Carmona‐Arriaga, Francisco, Fabiani, Mario Alejandro, Aguirre‐Soto, Alan
المصدر: Macromolecular Rapid Communications ; volume 45, issue 6 ; ISSN 1022-1336 1521-3927
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9دورية أكاديمية
المصدر: Wood Material Science & Engineering; Apr2024, Vol. 19 Issue 2, p366-374, 9p
مصطلحات موضوعية: LONGITUDINAL method, TIMBER, BENDING strength, FREQUENCIES of oscillating systems, NONDESTRUCTIVE testing, MODULUS of elasticity
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10دورية أكاديمية
المصدر: Informes de la Construcción; Vol. 74 No. 567 (2022); e452 ; Informes de la Construcción; Vol. 74 Núm. 567 (2022); e452 ; 1988-3234 ; 0020-0883 ; 10.3989/ic.2022.v74.i567
مصطلحات موضوعية: Joints, gabled steel frames, cost, optimization, stiffness, Uniones, pórticos a dos aguas, coste, optimización, rigidez
وصف الملف: text/html; application/pdf; text/xml
العلاقة: https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/6289/7653Test; https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/6289/7654Test; https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/6289/7656Test; CEN. (2005). Eurocode 3: Design of steel structures - part 1.8: design of joints (EN 1993-1-8:2005(E)), Brussels.; (AISC. (1994). Manual of Steel Construction. Load &Resistance Factor Design. (Second Edition); Bel Hadj Ali, N., Sellami, M., Cutting-Decelle, A.F. and Mangin, J.C. (2009). Multi-stage production cost optimization of semi-rigid steel frames using genetic algorithms. Engineering Structures (31), pp. 2766-2778. https://doi.org/10.1016/j.engstruct.2009.07.004Test; Jaspart, J.P. (2002). Design of structural joints in building frames. Prog.Struct.Eng. Mater.4(1), pp.18-34. https://doi.org/10.1002/pse.105Test; Steenhuis, M., Weynand, K. and Gresnigt, A.M. (1998). Strategies for economic design of unbraced steel frames. Journal of Constructional Steel Research. 46(1-3), pp. 88-89. https://doi.org/10.1016/S0143-974XTest(98)00026-1; Bijlaard, F. (2006). Eurocode 3, a basis for further development in joint designJournal of constructional Steel Research62(11), pp. 11-20. https://doi.org/10.1016/j.jcsr.2006.06.012Test; Kanvinde, A.M., Grilli, D.A. and Zareian, F. (2012). Rotational stiffness of exposed column base connections: experiments and analytical models. Journal of Structural Engineering. 138(5), pp. 549-560. https://doi.org/10.1061Test/(ASCE)ST.1943-541X.0000495; Kavoura, F., Gencturk, B., Dawood, M. and Gurbuz, M. (2015). Influence of base-plate connection stiffness on the design of low-rise metal buildings. Journal of Constructional Steel Research. 115(12), pp. 169-178. https://doi.org/10.1016/j.jcsr.2015.08.005Test; Sanchez, G. and Martí, P. (2004). Diseño óptimo de estructuras de acero con uniones semirrígidas no lineales. III Congreso internacional sobre Métodos Numéricos en Ingeniería y Ciencias Aplicadas. ITESM, Monterrey, CIMNE, Barcelona 2004.; Chen, W.F. and Toma, S. (1994). Advanced Analysis of Steel Frames. Boca Raton, Fla: CRC Press.; Galambos, T.V. (1960). Influence of partial base fixidity on frame stability. Journal of the Structural Division. 86(5), pp. 85-117. https://doi.org/10.1061/JSDEAG.0000523Test; Bajwa, M.S., Charney, F.A., Moen, C.D. and Easterling, W.S. (2010). Assessment of analytical procedures for designing metal buildings for wind drift serviceability. CE/VPI-ST 10/05, Virginia Polytechnic Institute and State University.; Watson, K.B., Dallas, S., Van der Kreek, N. and Main, T. (1996). Costing of Steelwork from Feasibility through to Completion. Steel Construct. J. AISC. 30(2), pp. 2-9.; Jarnai, K. and Farkas, J. (1999). Cost calculation and optimisation of welded steel structures. Journal of Constructional Steel Research. 50, pp. 115-135. https://doi.org/10.1016/S0143-974XTest(98)00241-7; Xu, L., Sherbourne, A.N. and Grierson, D.E. (1995). Optimal cost design of semi-rigid, low rise industrial frames. Eng. J, AISC. 32(3), pp. 87-97.; Simoes, L.M.C. (1996). Optimization of frames with semi-rigid connections. Computer & Structures. 60(4), pp. 531-539. https://doi.org/10.1016/0045-7949Test(95)00427-0; Kameshki, E.S. and Saka, M.P. (2003). Genetic algorithm based optimum design of nonlinear planar steel frames with various semi-rigid connections. Journal of Constructional Steel Research. 59(1), pp. 109-134. https://doi.org/10.1016/S0143-974XTest(02)00021-4; Saka, M.P. (2009). Optimum design of steel sway frames to BS 5950 using harmony search algorithm. Journal of Constructional Steel Research. 65, pp. 36-43. https://doi.org/10.1016/j.jcsr.2008.02.005Test; Fernández Diezma, J. (2016). Idoneidad del grado de rigidez de las uniones en pórticos metálicos de naves a dos aguas en edificación agroindustrial (Joint rigidity suitabality in steel gabled portal frames for agro-industrial buildings).Tesis (Doctoral), E.T.S.I. Agrónomos (UPM). http://oa.upm.es/39239Test/.; CEN. (2006 a). Hot rolled products of structural steels - Part 2: Technical delivery conditions for non-alloy structural steels (EN 10025-2:2006), Brussels.; CEN. (2006 b). Steel for the reinforcement of concrete - Weldable reinforcing steel - General (EN 10080:2006), Brussels.; Ministerio de Fomento. (2008). Instrucción de Hormigón Estructural. Comisión Permanente del Hormigón (EHE 08, Madrid, Spain).; CEN. (2013). Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings (EN 1992-1-1:2013), Brussels.; Ministerio de Fomento. (2011). Instrucción de Acero Estructural (EAE).; Ministerio de Vivienda. (2006). Código Técnico de la Edificación (CTE).; Xu, L and Grierson, D.E. (1993). Computer-Automated Design of Semirrigid Steel Frameworks. Journal of Structural Engineering. 119, pp. 1740-1760. https://doi.org/10.1061Test/(ASCE)0733-9445(1993)119:6(1740); Metalpla XE5. (2016). www.metalpla.com; Argüelles Álvarez, R., Argüelles Bustillo, R., Arriaga Martitegui, F., Argüelles Bustillo, J.M. and Esteban Herrero, M. (2005). Cálculo matricial de estructuras en 1er y 2º orden. Teoría y problemas Bellisco.; Argüelles Álvarez, R., Argüelles Bustillo, R., Arriaga Martitegui, F., Esteban Herrero, M. and Íñiguez González, G. (2016). Estructuras de acero 4. Inestabilidad: Fundamentos, Calculo y Programa. Bellisco.; Eröz, M., White, D.W. and DesRoches, R. (2008). Direct analysis and design of steel frames accounting for partially restrained column base conditions. Journal of Structural Engineering 134(9), pp. 1508-1517. https://doi.org/10.1061Test/(ASCE)0733-9445(2008)134:9(1508); https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/6289Test
الإتاحة: https://doi.org/10.3989/ic.88844Test
https://doi.org/10.3989/ic.2022.v74.i567Test
https://doi.org/10.1016/j.engstruct.2009.07.004Test
https://doi.org/10.1002/pse.105Test
https://doi.org/10.1016/S0143-974XTest(98)00026-1
https://doi.org/10.1016/j.jcsr.2006.06.012Test
https://doi.org/10.1061Test/(ASCE)ST.1943-541X.0000495
https://doi.org/10.1016/j.jcsr.2015.08.005Test
https://doi.org/10.1061/JSDEAG.0000523Test
https://doi.org/10.1016/S0143-974XTest(98)00241-7