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Publicaciones Publications
Artículos publicados en revistas:
115. Fueron innovadores: César Peraza, Eugenio Perea y Ramón Argüelles. Perea Sánchez, J.E.; Perea Alonso, E.; Arriaga Martitegui, F. Revista Montes. Nº 156, Primer trimestre 2024.
114. Volcanic atmospheres impact on mechanical properties of Tectona grandis and Cupressus lusitanica in early stages of outdoor exposure. Paniagua-Hernández, V.; Torres-Quirós, C.; González-Rodrigo, B.; Murillo-Montero, J. Construction and Building Materials. 416, 2024.
113. Experimental and numerical research on the splitting capacity of european beech beams loaded perpendicular to the grain by connections: influence of different geometrical parameters. Gómez-Royuela, J.L.; Majano-Majano, A.; Lara-Bocanegra, A.J.; Xavier, J.; Moura, M.F.S.F. Applied Sciences. 14, 900. 2024.
112. Using acoustic testing to estimate strength and stiffness of wood-polymer composites. Hillig, E.; Bobadilla, I.; Arriaga, F.; Íñiguez-González, G. Maderas. Ciencia y tecnología, 26(4), 2024.
111. Estabilización de ladera morrénica en Biescas (España): solución basada en la naturaleza. González García, S.; Salas Novales, A.; Ballesteros-Cánovas, J.A.; Gómez-García, P.; Arriaga Martitegui, F.; García Balaguer, E.; Vergès, D.; Fábregas Reigosa, S. Revista Incendios y Riesgos Naturales. Julio, Núm. 10. 2023.
110. Diagnosis and assessment of a historic timber structure in La Casa del Corregidor, using non-destructive techniques. López G.; Vallelado-Cordobés, P.; Gómez-Royuela, J.L.; Baterra, L.A. Case Studies in Construction materials, 19. 2023.
109. Grading of recovered Norway spruce (Picea abies) timber for structural purposes. Llana, D.F.; Íñiguez-González, G.; Plos, M.; Turk, G. Construction and Building Materials. 398. 2023.
108. Arqueología industrial con madera. Llana, D.F. Montes. 155. 2023.
107. Mechanical properties of wood: A review. Arriaga, F.; Wang, X.; Íñiguez-González, G.; Llana, D.F.; Esteban, M.; Niemz, P. Forests, 14(1202), 2023.
106. Mechanical efficiency and quality control preliminary analysis of incompletely bonded wood-based sandwich panels. Luengo, E.; Arriaga, F.; Bobadilla, I.; Hermoso, E. Forests, 14(1074), 2023.
105. Direct and inverse cohesive law identification of hardwood bonded joints with 1C-PUR adhesive using DCB test. Majano-Majano, A.; Lara-Bocanegra, A.J.; Pereira, F.; Xavier, J.; Morais, J.; Moura, M.F.S.F. de. Composite Structures, 2023.
104. Design framework for selection of grid topology and rectangular cross-section size of elastic timber gridshells using genetic optimisation. Roig, A.; Lara-Bocanegra, A.J.; Xavier, J.; Majano-Majano, A. Applied Sciences, 13:63, 2023.
103. Load distribution in flat reciprocal structures. Gonzalo-Calderón, L.; Aira, J.R. Informes de la Construcción, 75:570, 2023.
102. Bending behaviour of cross-laminated timber stressed-skin panels manufactured with mountain pine (Pinus uncinata Ramond ex DC.). Luengo, E.; Gilabert-Sanz, S.; Oliver-Villanueva, J.F.; Osuna-Sequera, C.; Hermoso, E. Wood Material Science & Engineering. 2023.
101. El viaje de reinvención de la madera como pilar sostenible del futuro. Pérez-Barco, M.J.; Esteban Herrero, M. ABC Empresa. 2023.
100. Evaluation of Yield improvements in machine vs. visual strength grading for softwood species. Moltini, G.; Íñiguez-González, G.; Cabrera, G.; Baño, V. Forests, 13 (12), 2022.
99. Impact of joint stiffness on the overall cost of gabled steel frames. Fernández-Diezma, J.; Argüelles-Bustillo, R.A.; Arriaga, F. Informes de la Construcción, 74,565, 2022.
98. Influence of timber moisture content on the ultrasonic wave velocity measurement of Tectona grandis L.F. and Cupressus lusitanica M. from Costa Rica. Paniagua, V.; Corrales, J.; Torres, C.; González-Rodrigo, B. Forests, 13,1296, 2022.
97. Assessment of the elastic properties of high-fired gypsum usin the digital image correlation method. Mayo-Corrochano, C.; Sánchez-Aparicio, L.J.; Aira, J.R.; Sanz-Arauz, D.; Moreno, E.; Pinilla Melo, J. Construction and Building Materials, 317, 2022.
96. Splitting capacity of Eucalyptus globulus beams loaded perpendicular to the grain by connections. Majano-Majano, A.; Lara-Bocanegra, J.L.; Xavier, J.; Guaita, M. Materials and Structures, 55:147, 2022.
95. Structural analysis and form-finding of triaxial elastic timber gridshells considering interlayer slips: Numerical modelling and full-scale test. Lara-Bocanegra, A.J.; Majano-Majano, A.; Ortiz, J.; Guaita, M. Applied Sciences, 12:5335, 2022.
94. Evaluation of R-curves and cohesive law in mode I of European beech. Gómez-Royuela, J.L.; Majano-Majano, A.; Lara-Bocanegra, A.J.; Xavier, J. Theoretical and Applied Fracture Mechanics, 118, 2022.
93. Puentes de madera con estructura recíproca. Análisis comparativo del puente tradicional chino y el puente de Leonardo. Aira, J.R.; Cabo-Fernández, M.C.; Blanco-García, F.L.; Gonzalo-Calderón, L. Informes de la Construcción, 74:565, 2022.
92. Determination of wood moisture content with terrestrial laser scanner. Aira-Zunzunegui, J.R.; Sánchez-Aparicio, M.; Sánchez-Aparicio, L.J.; Pinilla-Melo, J.; García-Morales, S. Construction and Building Materials, 350, 2022.
91. Assessment of machine learning algorithm-based grading or Populus x euramericana I-214 structural sawn timber. Acuña-Rello, L.; Spavento, E.; Casado-Sanz, M.; Basterr, L.A.; López-Rodríguez, G.; Ramón-Cueto, G.; Relea-Gangas, E.; Morillas-Romero, L.; Escolano-Margarit, D.; Martínez, R.D.; Balmori, J.A. Engineering Structures, 254, 2022.
90. Nondestructive techniques for determination of wood mechanical properties of urban trees in Madrid. Virgen-Cobos, G.H.; Olvera-Licona, G.; Hermoso, E.; Esteban, M. Forests, 13:1381, 2022.
89. Prediction of the mechanical properties of timber members in existing structures using the dynamic modulus of elasticity and visual grading parameters. Arriaga, F.; Osuna-Sequera, C.; Bobadilla, I.; Esteban, M. Construction and Building Materials, 322:126512, 2022.
88. Acoustic wave velocity in long pieces of Salzmann pine for in-situ structural assessment. Osuna-Sequera, C.; Llana, D.F.; Hermoso, E.; Arriaga, F. Construction and Building Materials, 269, 121256, 2021.
87. Analysis of the Viability of a Photovoltaic Greenhouse with Semi-Transparent Amorphous Silicon (a-Si) Glass. Aira, J.R.; Gallardo-Saavedra, S.; Eugenio-Gozalbo, M.; Alonso-Gómez, V.; Muñoz-García, M.A.; Hernández-Callejo, L. Agronomy, 11, 1097, 2021.
86. Historical and Constructive Study of Plank Timber Vaults in Madrid, Spain. Arce-Blanco, M.; Arriaga-Martitegui, F.; Bobadilla Maldonado, I.; Gil, L. International Journal of Architectural Heritage. Vol. 15, No. 9: 1267-1284, 2021.
85. In situ assessment of the timber structure of an 18th century building in Madrid, Spain. Arriaga, F.; Osuna-Sequera, C.; Esteban, M.; Íñiguez-González, G.; Bobadilla, I. Construction and Building Materials, 304:124466, 2021.
84. Determination of the elastic constants of thermally modified beech by ultrasound and static tests coupled with 3D digital image correlation. Gómez-Royuela, J.L.; Majano-Majano, A.; Lara-Bocanegra, A.J.; Reynolds, T.P.S. Construction and Building Materials, 302:124270, 2021
83. Estado actual de la construcción con madera en España. Arriaga, F. Quaderns d'Estructures (Dijous a l'ACE). Associació de Consultors d'Estructures, 69:5-18, 2020.
82. Experimental evaluation of Mode II fracture properties of Eucalyptus globulus L. Majano-Majano, A.; Lara-Bocanegra, A.J.; Xavier, J.; Morais, J. Materials, 13(3):745, 2020.
81. Mechanical properties of small clear specimens of Eucalyptus globulus Labill. Crespo, J.; Majano-Majano, A.; Lara-Bocanegra, A.J.; Guaita, M. Materials, 13(4):906, 2020.
80. Eucalytus globulus finger jointed solid timber and glued laminated timber with superior mechanical properties: Characterization and application in strained gridshells. Lara-Bocanegra, A.J.; Majano-Majano, A.; Arriaga, F.; Guaita, M. Construction and Building Materials, 265:120355, 2020.
79. Use of non-destructive test methods on Irish hardwood stanting trees and small-diameter round timber for prediction of mechanical properties. Llana, D.F.; Short, I.; Harte, A.M. Annals of Forest Science, 77:62, 2020.
78. Wood density and moisture content estimation by drilling chips extraction technique. Martínez, R.D.; Balmori, J.A.; Llana, D.F.; Bobadilla, I. Materials, 13(7):1699, 2020.
77. Wood density determination by drilling chips extraction in ten softwood and hardwood species. Martínez, R.D.; Balmori, J.A.; Llana, D.F.; Bobadilla, I. Forests, 11(4):383, 2020.
76. Timber high rise, state of the art. Madera en altura, estado del arte. Orta, B.; Martínez-Gayá, J.E.; Cervera, J.; Aira, J.R. Informes de la Construcción, Vol 72, 558, e 346, 2020.
75. Characterization of Pinus canariensis C.Sm. ex DC. sawn timber from reforested trees on the island of Tenerife, Spain. García-Esteban, L.; Palacios, P.; García-Fernández, F.; García-Iruela, A.; Pozo, J.C.; Pérez-Borrego, V.; Agulló-Pérez, J.; Padrón-Cedrés, E.; Arriaga, F. Forests, 11, 769, 2020.
74. Identification of Cryptotermes brevis (Walker, 1853) and Kalotermes flavicolis (Fabricius, 1793) Termite Species by Detritus Analysis. Bobadilla, I.; Martínez, R.D.; Martínez-Ramírez, M.; Arriaga, F. Forests, 11(4) 408, 2020.
73. Innovative design and construction of a permanent elastic timber gridshell. Lara-Bocanegra, A.J.; Roig, A.; Majano-Majano, A.; Guaita, M. Structures and Buildings, 173(5):352-362, 2020.
72. Nondestructive testing used on timber in Spain: a literature review. Llana, D.F.; Íñiguez-González, G.; Díez, M.R.; Arriaga, F. Maderas, Ciencia y Tecnología, 22(2):133-156, 2020.
71. The influence of cross-section variation on bending stiffness assessment in existing timber structures. Osuna-Sequera, C.; Llana, D.F.; Íñiguez-González, G.; Arriaga, F. Engineering Structures, 204, 2020.
70. Visual and machine grading of small diameter machined round Pinus sylvestris and Pinus nigra subsp. salzmannii wood from mature Spanish forests. Aira, J.R.; Villanueva, J.L.; Lafuente, E. Mater Struct, 52-2(32):1-12, 2020.
69. Timber moisture content adjustment factors for nondestructive testing (NDT): acoustic, vibration and probing techniques. Llana, D.F.; Íñiguez-González, G.; Esteban, M.; Hermoso, E.; Arriaga, F. Holzforschung, 74(9):817-827, 2020.
68. Análisis y consolidación de la estructura de madera del Real Taller del Aserrío Mecánico de Valsaín, en Segovia. Esteban, M.; Arriaga, F.; Íñiguez, G. Montes, 138:36-42, 2019.
67. La madera en las estructuras y el incendio de la catedral de Notre Dame, en París. Esteban, M.; Arriaga, F.; Íñiguez, G. Montes, 136:38-40, 2019.
66. Application of paints to decrease air permeability of oriented strand boards. Matej Hodousek, M.; Böhm, M.; Scoucková, A.; Esteban Herrero, M.; Oberhofnerová, E. Maderas. Ciencia y Tecnología, 21(1):105-112, 2019.
65. Comparison between wet and dry timber visual strength gradind according to the Spanis (UNE 56544) and German (DIN 4074-1) standards. Llana, D.F.; Arriaga, F.; Esteban, M.; Íniguez-González, G. Materiales de la Construcción, 2019, Vol 69, No 336.
64. Influence of length on acoustic time-of-flight (Tof) measurement in built-in structures of Norway spruce timber. Arriaga, F.; Montón, J.; Bobadilla, I.; Llana, D.F. Holzforschung, 73(4):339-352, 2019.
63. Improving density estimation in large cross-section timber from existing structures optimizing the number of non-destructive measurements. Osuna-Sequera, C.; Llana, D.F.; Esteban, M.; Arriaga, F. Construction and Building Materials, 211:199-206, 2019.
62. Measuring the Cohesive Law in Mode I Loading of Eucalyptus globulus. Majano-Majano, A.; Lara-Bocanegra, A.; Xavier, J.; Morais, J. Materials, 12(1):23, 1-14, 2019.
61. Comparison of various multivariate models to estimate structural properties by means of non-destructive techniques (NDTs) in Pinus sylvestris L. timber. Villasante, A.; Íñiguez-González, G.; Puigdomenech, L. Holzforschung, 73(4):331-338, 2019.
60. Determination of the resistance-curve in Eucalyptus globulus through double cantilever beam tests. Crespo, J.; Majano-Majano, A.; Xavier, J.; Guaita, M. Mater. Struct., 2018. 51(3):77. ISSN: 1359-5997. DOI: 10.1617/s11527-018-1209-9.
59. The influence of wood polymer composite (WPC) specimen composition and dimensions on wave propagation. Hilling, E.; Bobadilla, I.; Gonçalves, R.; Llana, D.F. Eur. J. Wood Prod., 2018. 76(4):1153-1164. ISSN: 0018-3768. DOI: 10.1007/s00107-018--1309-9.
58. Estimation of wood density by the core drilling technique. Bobadilla, I.; Martínez, R.D.; Esteban, M.; Llana, D.F. Holzforschung, 2018. 72(12):1051-56. ISSN: 0018-3830. DOI: 10.1515/hf-2018-0036.
57. Long-term bending stress relaxation in timber laths for the structural design of lattice shells. Lara-Bocanegra, A.; Majano-Majano, A.; Arriaga, F.; Guaita, M. Constr. Build. Mater., 2018. 193:565-575. ISSN: 0950-0618. DOI: 10.1516/j.conbuildmat.2018.10.224.
56. In-situ density estimation by four nondestructive techniques on Norway spruce from built-in wood structures. Llana, D.F.; Íñiguez-González, G.; Montón, J.; Arriaga, F. Holzforschung, 2018. 72(10):871-879. ISSN: 0018-3830. DOI: 10.1515/hf-2018-0027.
55. Influence of moisture content on the results of penetration and withdrawal resistance measurements on softwoods. Llana, D.F.; Hermoso, E.; Bobadilla, I.; Íñiguez-González, G. Holzforschung, 2018. 72(7):549-555. ISSN: 0018-3830. DOI: 10.1515/hf-2017-0133.
54. Influence of timber moisture content on wave time-of-flight and longitudinal natural frequency in coniferous species for different instruments. Llana, D.F.; Íñiguez-González, G.; Martínez, R.D.; Arriaga, F. Holzforschung, 2018. 72(5):405-411. ISSN: 0018-3830. DOI: 10.1515/hf-2017-0113 Q1.
53. Finger-jointed Eucalyptus globulus with 1C-PUR adhesive for high performance engineered laminated products. Lara-Bocanegra, A.; Majano-Majano, A.; Crespo, J.; Guaita, M. Construction and Building Materials, 2017. 135:529-537.
52. Timber beam bearing reinforcement with GFRP glued-in plates: strength and hydrothermal effects. Arriaga, F.; Fernández-Cabo, J.L.; Aira, J.R. Journal of Materials in Civil Engineering, 2017. 29(2):1-10.
51. Bonding strength test method assessment for Cross-Laminated Timber derived Stressed-Skin Panels (CLT SSP). Luengo, E.; Hermoso, E.; Cabrero, J.C.; Arriaga, F. Materials and Structures, 2017. 50:1-12.
50. In situ density estimation of timber pieces by drilling residue analysis. Martínez, R.; Calvo, J.; Arriaga, F.; Bobadilla, I. European Journal of Wood and Wood Products, 2017. 76:509-515.
49. Influence of length and sensor positioning on acoustic time-of-flight (ToF) measurement in structural timber. Arriaga, F.; Llana, D.F.; Esteban, M.; Íñiguez-González, G. Holzforschung, 2017. 71(9):713-723.
48. Influence of coconut shell addition on physico-mechanical properties of wood plastic composites. Hilling, E.; Bobadilla, I.; Zattera, A.J.; Agnes de Lima, E.A.; Marchesan, R. Arvore 41(4):e410412. ISSN: 1806-9088. DOI: 10.1590/1806-9088201700012.
47. Load carrying capacity of halved and tabled tenoned timber scarf joint. Aira, J.R.; Íñiguez-González, G.; Guaita, M.; Arriaga, F. Materials and Structures, 2016. 49:5343-5355.
46. Visual grading and structural properties assessment of large cross-section Pinus radiata D. Don timber. Hermoso, E.; Mateo, R.; Íñiguez-González, G.; Montón, J.; Arriaga, F. BioResources, 2016. 11(2):5312-5321.
45. Comparison of modelling using regression techniques and an artificial neural network for obtaining the static modulus of elasticity of Pinus adiata D.Don. timber by ultrasound. García-Iruela, A.; García Fernández, R.; García-Esteban, L.; Palacios, P.; Simón, C.; Arriaga, F. Composites Part B, 2016. 96:112-118.
44. Time-of-Flight adjustment procedure for acoustic measurements in structural timber. Llana, D.F.; Íñiguez-González, G.; Arriaga, F.; Wang, X. BioResources, 2016. 11(2):3303-3317.
43. The percentiles ratio 20th to 5th of bending strength and stiffness distribution in the case of spanish softwoods. Nevado, M.A.R.; Arriaga, F.; Díez, R. Maderas, Ciencia y Tecnología, 2015. 17(4):723-724.
42. Dimensional and morphological analysis of the detritus from six European wood boring insects. Bobadilla, I.; Arriaga, F.; Luengo, E.; Martínez, R. Maderas, Ciencia y Tecnología, 2015. 17(4):893-904.
41. In-situ assessment of structural timber density using non-destructive and semi-destructive testing. Íñiguez-González, G.; Montón, J.; Arriaga, F.; Segués, E. BioResources, 2015. 10(2):2256-2265.
40. Warp requirements and yield efficiency in the visual grading of sawn Radiata pine timber. Montón, J.; Arriaga, F.; Íñiguez-González, G.; Segués, E. BioResources, 2015. 10(1):1115-1126.
39. Reference conditions and modification factors for the standardization of nondestructive variables used in the evaluation of existing timber structures. Íñiguez-González, G.; Arriaga, F.; Esteban, M.; Llana, D.F. Construction and Building Materials, 2015. 101:1166-1171.
38. Failure in halved and tabled tenoned timber scarf joint by tension test. Aira, J.R.; Arriaga, F.; Íñiguez-González, G.; Guaita, M. Construction and Building Materials, 2015. 96:360-367.
37. Del aserrado al laminado. Structural Timber: Developments and applications. Arriaga, F. Arquitectura Viva, 2015. 174(05):60-63.
36. Influence of Moisture Content on the wave velocity to estimate the mechanical properties of large cross-section pieces for structural use of Scots pine from Spain. Montero, M.J.; Mata, J.; Esteban, M.; Hermoso, E. Maderas-Cienc Tecnol, 2015. 17(2):407-420.
35. Influence of temperature and moisture content on non-destructive measurements in scots pine wood. Llana, D.F.; Íñiguez-González, G.; Arriaga, F.; Niemz, P. Wood Research, 2014. 59(5):769-780.
34. Determination of the elastic constants of Scots pine (Pinus sylvestris L.) wood by means of compression test. Aira, J.R.; Arriaga, F.; Íñiguez-González, G. Biosystems Engineering (Biosyst. Eng.), 2014. 126:12-22.
33. Determination of the mechanical properties of Radiata pine timber by means of longitudinal and transverse vibration methods. Arriaga, F.; Montón, J.; Segues, E.; Íñiguez-González, G. Holzforschung, 2014. 68(3):299-305.
32. Técnicas no destructivas en la clasificación de madera. Íñiguez González, G.; Barriola Baraibar, M.J. ADEMAN, 2014. 8:14-16.
31. Image analysis software for lumber grading in real time. Szalai, L.; Íñiguez, G. AITIM, 2014. 287:78-80.
30. Static and kinetic friction coefficients of Scots pine (Pinus sylvestris), parallel and perpendicular to grain direction. Aira, J.R.; Arriaga, F.; Íñiguez-González, G.; Crespo, J. Materiales de Construcción, 2014. 64.
29. Treinta y seis torres de madera en Europa. Esteban, M. AITIM, 2013. 286:36-43.
28. Proposal for visual grading criteria of structural timber of sweet chestnut from Spain. Vega, V.; Arriaga, F.; Guaita, M.; Baño, V. European Journal of Wood and Wood Products, 2013. 71(4):529-532.
27. Determination of the influence of size and position of knots on load capacity and stress distribution in timber beams of Pinus sylvestris using finite element model. Baño, V.; Arriaga, F.; Guaita, M. Biosystems Engineering (Biosyst.Eng), 2013. 114:214-222.
26. Simplified model for the strength assessment of timber beams joined by bonded plates. Arriaga, F.; Íñiguez-González, G; Esteban, M.: Fernández-Cabo, J.L. Journal of Materials in Civil Engineering, 2013. 25(8):980-990.
25. Modelling of the mechanical properties of Castanea sativa Mill. Structural timber by a combination of non-destructive variables and visual grading parameters. Vega, A.; Dieste, A.; Guaita, M.; Majada, J.; Baño, V. European Journal of Wood and Wood Products, 2012. 70:839-844.
24. Caracterización de algunas propiedades en tableros de corteza de Pinus pinaster Ait. y tableros de vermiculita expandida. González, O.; Touza, M.C.; Pereiro, G. Informes de la Construcción, 2012. 64(526):243-251.
23. Evaluation of surface quality of medium density fiberboards (MDF) and particleboards as function of weathering. García, A.; Salca, E.; Bobadilla, I.; Hiziroglu, S. Pro Ligno Journal, 2012. 8(4):10-17. Dec.
22. Determinación de la curva tensión-deformación en madera de Pinus sylvestris L. para la simulación numérica de vigas de madera libre de defectos. Baño, V.; Argüelles-Bustillo, R.; Regueira, R.; Guaita, M. Materiales de Construcción, 2012. 62(306):269-284.
21. Vibration method for the prediction of aging effect on properties of particleboard and fiberboard. Bobadilla, I.; Íñiguez-González, G.; Esteban, M.; Arriaga, F. Forest Products Journal, 2012. 62(1):69-74.
20. Vibration method for grading of large cross section timber of Spanish coniferous species. Arriaga, F.; Íñiguez-González, G.; Esteban, M.; Divós, F. Holzforschung, 2012. 66:381-387.
19. Short-term performance of the HSB® shear plate-type connector for timber-concrete. Fernández-Cabo, J.L.; Arriaga, F.; Majano-Majano, A.; Íñiguez-González, G. Construction and Building Materials, 2012. 30: 455-462.
18. Prótesis metálicas para la reparación de cabezas de vigas de madera degradadas. Steel profiles for repairing deteriorated timber beam ends. González-Bravo, C.; Arriaga-Martitegui, F.; Íñiguez-González, G.; Maldonado-Ramos, L. Informes de la Construcción, 2011.
17. Prediction of bending load capacity of timber beams by finite element method simulation of knots and grain deviation. Baño, V.; Arriaga, F.; Soilán, A.; Guaita, M. Biosystems Engineering (Biosyst. Eng.), 2011.
16. Bonding shear strength in timber and GFRP glued with epoxy adhesives. Arriaga, F.; Íñiguez-González, G.; Esteban, M. Wood Research, 2011.
15. Short-term performance of the HSB® shear plate-type connector for timber-concrete composite beams. Fernández-Cabo, J.L.; Arriaga, F.; Majano-Majano, A.; Íñiguez-González, G. Construction and Building Materials, 2010.
14. Refuerzo de vigas de madera mediante perfiles metálicos situados en la cara superior. Bending reinforcement of timber beams with steel cross sections on the upper face. González-Bravo, C.; Arriaga-Martitegui, F.; Maldonado-Ramos, L.; Díez-Barra, R. Materiales de Construcción, 2010.
13. Influencia de las fendas en la resistencia de la madera estructural. The effect of fissures on strength of structural timber. Esteban, M.; Arriaga, F.; Íñiguez, G.; Bobadilla, I.; Mateo, R. Materiales de Construcción, 2010.
12. Comparison of the Spanish visual strength grading standard for structural sawn timber (UNE 56544) with the German one (DIN 4074), for Scots pine (Pinus sylvestris L.) from Germany. Adell Almazán, F.J.; Hermoso Prieto, E.; Arriaga Martitegui, F.; Richter, C. Holz Roh Werks, 2008.
11. Characteristic values of the mechanical properties of radiata pine plywood and the derivation of basic values of the layers for a calculation method. Arriaga-Martitegui, F.; Peraza-Sánchez, F.; García-Esteban, L. Biosystems Engineering, 2008.
10. Analysis of the stress state at the cogging joint in timber structures. Villar, J.R.; Guaita, M.; Vidal, P.; Arriaga, F. Biosystems Engineering, 2007.
9. Estimación de la densidad de la madera aserrada de conífera mediante técnicas no destructivas de arranque de tornillos y penetrómetro y su aplicación en la estimación del módulo de elasticidad. Density estimation by screw withdrawal resistance and probing in structural sawn coniferous timber, and modulus of elasticity assessment. Bobadilla Maldonado, I.; Esteban Herrero, M.; Íñiguez González, G.; Arriaga Martitegui, F.; Ballarín Montesinos, D.; Palacios Monteagudo, J. Informes de la Construcción, 2007.
8. Los métodos de vibración como herramienta no destructiva para la estimación de las propiedades resistentes de la madera estructural. Vibration methods as non-destructive tool for structural properties assessment of sawn timber. Íñiguez González, G.; Arriaga Martitegui, F.; Esteban Herrero, M.; Argüelles Álvarez, R. Informes de la Construcción, 2007.
7. Madera aserrada de gran escuadría para uso estructural y sus particularidades. Large cross section sawn timber for structural use and its singularities. Arriaga Martitegui, F.; Íñiguez González, G.; Esteban Herrero, M.; Bobadilla Maldonado, I. Informes de la Construcción, 2007.
6. Estado actual de la investigación sobre madera estructural en España. Current state of research on structural timber in Spain. Esteban Herrero, M.; Argüelles Álvarez, R.; Arriaga Martitegui, F.; Íñiguez González, G.; Bobadilla Maldonado, I. Informes de la Construcción, 2007.
5. Visual grading of large structural coniferous sawn timbre according to Spanish standard UNE 56544. Íñiguez, G.; Arriaga, F.; Barrett, J.D.; Esteban, M. Forest Products Journal, 2007.
4. Efecto de las gemas en la resistencia a flexión de piezas enterizas de madera. The effect of wanes on the bending strength of solid timber beams. Arriaga Martitegui, F.; Esteban Herrero, M.; Argüelles Álvarez, R.; Bobadilla Maldonado, I.; Íñiguez González, G. Materiales de Construcción, 2007.
3. Structural Tali timber (Erythrophleum ivorense A. Chev., Erythrophleum suaveolens Brenan.): Assessment of strength and stiffness properties using visual and ultrasonic methods. Arriaga, F.; Íñiguez, G.; Esteban, M.; Fernández-Golfín, J.I. Holz als Roh- und Werkstoff, 2006.
2. Evaluación de la capacidad portante de piezas de gruesa escuadría de madera de conífera en estructuras existentes. Evaluation of the load carrying capacity of larg cross section coniferous timber in standing structures. Arriaga, F.; Esteban, M.; Relea, E. Materiales de Construcción, 2005.
1. Effect of cross-sectional change of a board specimen on stress wave velocity determination. Divós, F.; Denes, L.; Íñiguez, G. Holzforschung, 2005.
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