In-situ assessment of timber structural members: Combining information from visual strength grading and NDT/SDT methods – A review
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[1] J. R. Williams. Non-destructive assessment of timber in historic buildings , 2009 .
[2] Nobuyoshi Yamaguchi,et al. Prediction of mechanical properties by means of semi-destructive methods: A review , 2015 .
[3] Carmen Rodríguez-Liñán,et al. Predicting the density of structural timber members in service. The combine use of wood cores and drill resistance data , 2014 .
[4] José S. Machado,et al. Non-destructive evaluation of the bending behaviour of in-service pine timber structural elements , 2011 .
[5] Paulo B. Lourenço,et al. Guidelines for On-Site Assessment of Historic Timber Structures , 2015 .
[6] Yoshiteru Iwasa,et al. Sky City 1000 , 1992 .
[7] F. Schweingruber,et al. RESISTOGRAPH and X-Ray Density Charts of Wood. Comparative Evaluation of Drill Resistance Profiles and X-ray Density Charts of Different Wood Species , 1996 .
[8] Clinton S. Craig,et al. In Situ Structural Timber Strength Measurement Advances Using Qualitative Resistography and Quantitive Resisto-Fractometry , 2013 .
[9] Gerhard Schickhofer,et al. Influence of moisture content of wood on sound velocity and dynamic MOE of natural frequency- and ultrasonic runtime measurement , 2011, European Journal of Wood and Wood Products.
[10] Paulo B. Lourenço,et al. Onsite assessment of structural timber members by means of hierarchical models and probabilistic methods , 2015 .
[11] Hans Beeckman,et al. Oaks, tree-rings and wooden cultural heritage: a review of the main characteristics and applications of oak dendrochronology in Europe , 2009 .
[12] Keith Crews,et al. In situ assessment of structural timber using stress-wave measurements , 2014 .
[13] Jochen Köhler,et al. Quantification of different NDT/SDT methods in respect to estimate the load-bearing capacity , 2015 .
[14] Fikret Isik,et al. Rapid assessment of wood density of live trees using the Resistograph for selection in tree improvement programs , 2003 .
[15] A. O. Feio. Inspection and diagnosis of historical timber structures : NDT correlations and structural behaviour , 2006 .
[16] S. Somayaji,et al. Ultrasonic Pulse Velocity Technique for Inspection and Evaluation of Timber , 2000 .
[17] Michael Havbro Faber,et al. Probabilistic modeling of graded timber material properties , 2004 .
[18] Jochen Köhler,et al. Assessment of Timber Structures. , 2010 .
[19] Francesco Augelli,et al. In situ assessment of structural timber using non-destructive techniques , 2014 .
[20] Jochen Köhler,et al. Assessment of Timber Structures: COST Action E55 "Modelling of the performance of timber structures" , 2010 .
[21] Ton Vrouwenvelder,et al. Assessment Criteria for Existing Structures , 2010 .
[22] J. Majada,et al. Modelling of the mechanical properties of Castanea sativa Mill. structural timber by a combination of non-destructive variables and visual grading parameters , 2012, European Journal of Wood and Wood Products.
[23] Jakub Sandak,et al. Application of imaging techniques for detection of defects, damage and decay in timber structures on-site , 2015 .
[24] D. Bray,et al. A Critical-Angle Ultrasonic Technique for the Inspection of Wood Parallel-to-Grain , 1996 .
[25] Maurizio Piazza,et al. Visual strength-grading and NDT of timber in traditional structures , 2008 .
[26] Ron W. Anthony. Developing an Understanding for Grading Timber in Existing Buildings , 2013 .
[27] Peter Stapel,et al. Efficiency of visual strength grading of timber with respect to origin, species, cross section, and grading rules: a critical evaluation of the common standards , 2013 .
[28] Christian Wirth,et al. Using drill resistance to quantify the density in coarse woody debris of Norway spruce , 2009, European Journal of Forest Research.
[29] Paulo B. Lourenço,et al. Chestnut wood in compression perpendicular to the grain : non-destructive correlations for test results in new and old wood , 2007 .
[30] Antti Hanhijärvi,et al. VTT PUBLICATIONS 568 Potential of strength grading of timber with combined measurement techniques , 2005 .
[31] Bohumil Kasal. In Situ Assessment of Structural Timber: State-of-the-Art, Challenges and Future Directions , 2010 .
[32] Jan Tippner,et al. Mechanical properties of wood examined by semi-destructive devices , 2014 .
[33] Paulo B. Lourenço,et al. In situ measured cross section geometry of old timber structures and its influence on structural safety , 2013 .
[34] Robert Kliger,et al. Assessment of Density in Timber Using X-Ray Equipment , 2013 .
[35] Maurizio Piazza,et al. Structural analysis of two King-post timber trusses: Non-destructive evaluation and load-carrying tests , 2010 .
[36] Gemma Ramón-Cueto,et al. Aplicación del resistógrafo a la obtención de la densidad y la diferenciación de especies de madera , 2010 .
[37] Bo Kasal,et al. Advances in in situ evaluation of timber structures , 2004 .
[38] Paulo B. Lourenço,et al. Assessment of the structural properties of timber members in situ : a probabilistic approach , 2011 .
[39] Nicola Macchioni,et al. Review of Codes and Standards , 2010 .
[40] Francisco García Fernández,et al. MOE prediction in Abies pinsapo Boiss. timber: Application of an artificial neural network using non-destructive testing , 2009 .
[41] Eugen Brühwiler,et al. Swiss Standards for Existing Structures , 2012 .
[42] Alberto Cavalli,et al. How to improve the on-site MOE assessment of old timber beams combining NDT and visual strength grading , 2013 .
[43] Thomas Tannert,et al. In Situ Assessment of Structural Timber , 2011 .
[44] Emine N. Caner-Saltik,et al. In situ assessment of structural timber elements of a historic building by infrared thermography and ultrasonic velocity , 2007 .