106. Tannert T, Ajibola J, Popovski M. (2023) Structural performance of CLT shear walls with hyperelastic hold downs. ASCE journal of Structural Engineering. 150(1): 04023202
105. Pan Y, Teflissi T, Tannert T (2023) Experimental parameter study on CLT shear walls with high-performance self-tapping screw connections. ASCE journal of Structural Engineering. 150(1): 04023192 10.1061/JSENDH/STENG-12710
104. Pan Y, Shahnewaz Md, Dickof C, Tannert T (2023) Seismic performance evaluation of self-centering balloon-framed CLT building. Engineering Structures 294:116821, https://doi.org/10.1016/j.engstruct.2023.116821
103. Shahnewaz Md, Dickof C, Tannert T (2023) Experimental parameter study on single-story nailed CLT shear walls. Engineering Structures 291:116443, https://doi.org/10.1016/j.engstruct.2023.116443
102.Shahnewaz Md, Jackson R, Tannert T (2023) Reinforced cross-laminated timber-concrete composite floor systems. Engineering Structures 291:116395. https://doi.org/10.1016/j.engstruct.2023.116395
101. Zhang X, Huang W, Khajehpour K, Asgari M, Tannert T (2023) Seismic Performance and LCA Comparison between Concrete and Timber–Concrete Hybrid Buildings, Buildings, 13(7), 1714; https://doi.org/10.3390/buildings13071714
100. Daneshvar H, Chui YH, Dickof C, Tannert T (2023) Experimental parametric study of perforated steel plate fuses for mass timber seismic force resisting systems. Building Engineering 73: 106772, https://doi.org/10.1016/j.jobe.2023.106772
99. Vallée T, Kaufmann M, Adams RD, Albiez M, Correia JR, Tannert T (2023) Are probabilistic methods a way to get rid of fudge factors? Part II: Application and examples. International Journal of Adhesion and Adhesives. 124: 103364, https://doi.org/10.1016/j.ijadhadh.2023.103364
98. Vallée T, Kaufmann M, Adams RD, Albiez M, Correia JR, Tannert T (2023) Are probabilistic methods a way to get rid of fudge factors? Part I: Background and theory. International Journal of Adhesion and Adhesives. 119: 103255, https://doi.org/10.1016/j.ijadhadh.2022.103255
97. Pan Y, Shahnewaz Md, Tannert T (2022) Seismic performance and collapse fragility of balloon-framed CLT school building. Journal of Earthquake Engineering: 27:11, 3115-3135; https://doi.org/10.1080/13632469.2022.2123067
96. Dege Dires S, Tannert T (2022) CLT shear walls with internal perforated steel plates as shear connector and hold-down. Construction and Building Materials 346: 128389, https://doi.org/10.1016/j.conbuildmat.2022.128389
95. Jafari M, Pan Y, Shahnewaz Md, Tannert T (2022) Effects of Ground Motion Duration on the Seismic Performance of a Two-storey Balloon-type CLT Building. Buildings 12, 1022. https://doi.org/10.3390/buildings12071022
94. Mpidi Bita H, Tannert T (2022) Disproportionate collapse prevention analysis for post and beam mass timber building. Journal of Building Engineering, 56: 104744, https://doi.org/10.1016/j.jobe.2022.104744
93. Vallee T, Rakesh HR, Tannert T (2022) Load-carrying capacity prediction of single rods glued into cross-laminated timber. European Journal of Wood and Wood Products, 80, pages1041–1055, https://doi.org/10.1007/s00107-022-01835-1
92. Shahnewaz Md, Dickof C, Zhou J, Tannert T (2022) Vibration and Flexural Performance of Composite Cross-Laminated Timber Glulam Floors. Composite Structures; 292: 115682, https://doi.org/10.1016/j.compstruct.2022.115682
91. Mpidi Bita H, Huber J, Palma P, Tannert T (2022) Prevention of disproportionate collapse for multi-story mass timber buildings: review of current practices and recent research. ASCE Journal of Structural Engineering; 148(7): 04022079 1-15
90. Asgari H, Tannert T, Loss C. (2022) Block tear-out resistance of CLT panels with single large-diameter connectors. European Journal of Wood and Wood Products; 80: 805–816, https://doi.org/10.1007/s00107-022-01809-3
89. Vallee T, Tannert T (2022) In Brettsperrholz eingeklebte Stahlgewindestäbe. Bautechnik, 99, Sonderheft Holzbau, Ausgabe 1; https://doi.org/10.1002/bate.202100117
88. Tannert T (2022) Erbebenverankerungen fĂĽr Massivholzkonstruktionen. Bautechnik, 99, Sonderheft Holzbau, Ausgabe 1; DOI: 10.1002/bate.202200005
87. Tannert T, Loss C (2022) Hold-down solutions for tall mass timber buildings. Buildings 12: 202. https://doi.org/10.3390/buildings12020202
86. Ayansola GS, Tannert T, Vallee T (2022) Experimental investigations of glued-in rod connections in CLT. Construction and Building Materials, 324: 126680, https://doi.org/10.1016/j.conbuildmat.2022.126680
85. Shekarchi M, Shakiba M, Yekrangnia M, Tannert T (2022) Performance of glued-in rod timber joints under seawater and UV exposure cycles. Construction and Building Materials 322: 126418, https://doi.org/10.1016/j.conbuildmat.2022.126418
84. Shahnewaz Md, Jackson R, Tannert T. (2022) CLT concrete composite floors with steel kerf plate connectors. Construction and Building Materials 319: 126092, https://doi.org/10.1016/j.conbuildmat.2021.126092
83. Staub-French S, Pilon A, Poirier E, Teshnizi Z, Fallahi A, Moudgil M, Tannert T, Froese T (2021) Design Process Innovation on Brock Commons Tallwood House. Construction Innovation: 22(1): 23-40. https://doi.org/10.1108/CI-11-2019-0116
82. Ayansola GS, Tannert T, Vallee T (2021) Glued-in multiple steel rod connections in cross-laminated timber. The Journal of Adhesion, 98(6): 810-826, https://doi.org/10.1080/00218464.2021.1962715
81. Khajehpour M, Pan Y, Tannert T (2021) Seismic Analysis of Steel Moment Frame with CLT Shear Walls. ASCE Journal of Performance of Constructed Facilities: 35(5): 04021059
80. Hanna D, Tannert T. (2021) Glulam connections assembled with a combination of screws. Madera ciencia y tecnologia, 62(3): 1-23, http://dx.doi.org/10.4067/s0718-221×2021000100454
79 Mpidi Bita H, Huber J, Tannert T, (2021) Disproportionate collapse prevention of CLT platform-type buildings, New Zealand Timber Design journal 28(4): 9-18
78. Shahnewaz Md, Dickof C, Tannert T (2021) Seismic Behaviour of Balloon Frame CLT Shearwalls with Different Ledgers. ASCE Journal of Structural Engineering 147(9): 04021137
77. Huber J, Mpidi Bita H, Tannert T, Berg S (2021) Finite Element Analysis of Alternative Load Paths to Prevent Disproportionate Collapse in Platform-type CLT Floor Systems. Engineering Structures 240: 112362
76. Asgari H, Tannert T, Ebadi M M, Loss C, Popovski P. (2021) Hyperelastic hold-down solution for CLT shear walls. Construction and Building Materials 289: 123173
75 Zhang X, Pan Y, Tannert T (2021) The Influence of Connection Stiffness on the Dynamic Properties and Seismic Performance of Tall Cross-laminated Timber Buildings. Engineering Structures 238: 112261
74. Pan Y, Tannert T, Kaushik K, Xiong H, Ventura C. (2021) Seismic Performance of a Proposed Wood-Concrete Hybrid System for High-rise Buildings. Engineering Structures 238: 112194
73. Tannert T, Mpidi Bita H, Huber J, (2020) Untersuchungen zur Prävention von progressivem Kollaps von Holzhochhäusern Bautechnik https://doi.org/10.1002/bate.202000083
72. Brown J, Li M, Tannert T, Moroder D. (2020) Experimental Study on Orthogonal Joints in Cross-Laminated Timber with Self-Tapping Screws installed with Mixed Angles. Engineering Structures 228: 111560
71. Md Shahnewaz, Pan Y, Alam MS, Tannert T (2020) Seismic Fragility Estimates for Cross-laminated Timber Platform Building. ASCE Journal of Structural Engineering, https://doi.org/10.1061/(ASCE)ST.1943-541X.0002834
70. Md Shahnewaz, Popovski M, Tannert T (2020) Deflection of Cross-laminated Timber Shear Walls for Platform-type Construction. Engineering Structures, 221: 111091.
69. Tannert T, Connolly T (2020) Hybrides Tragwerk des 18-stöckigen Studentenwohnheims “Tall Wood Building“ in Vancouver und Alternative in Holz. https://doi.org/10.1002/bate.201900103 Bautechnik
68. Pan Y, Ventura C, Tannert T (2020) Damage Index Fragility Assessment of Low-rise Light-frame Wood Buildings under Long Duration Subduction Earthquakes. Structural Safety 84: 101940.
67. Mpidi Bita H, Tannert T (2020) Experimental Study of Disproportionate Collapse Prevention Mechanisms for Mass-timber Floor Systems, ASCE Journal of Structural Engineering https://ascelibrary.org/doi/10.1061/%28ASCE%29ST.1943-541X.0002485.
66. Tannert T, Gerber A, Vallee T (2019) Hybrid adhesively bonded timber-concrete-composite floors. International Journal of Adhesion & Adhesives 97: 102490.
65. Mpidi Bita H, Huber J, Voulpiotis K, Tannert T (2019) Contemporary Practices for Achieving Structural Robustness in Mass-timber Buildings, Engineering Structures 199: 109578
64. Shahnewaz Md, Popovski M, Tannert T (2019) Resistance of Cross-Laminated Timber Shear Walls for Platform-type Construction, ASCE Journal of Structural Engineering 145(12): 04019149.
63. Mpidi Bita H, Tannert T (2019) Tie-force Procedure for Disproportionate Collapse Prevention of CLT Platform-type Construction, Engineering Structures. 189:195-205.
62. Shahnewaz Md, Islam MS, Tannert T, Alam MS (2019) Flange-Notched Wood I-joists Reinforced with OSB Collars: Experimental Investigation and Sensitivity Analysis, Structures. 19:490-498.
61. Hossain A, Popovski M, Tannert, T (2019) Group-effects for Shear Connections with Self-tapping Screws in CLT, ASCE Journal of Structural Engineering. 145(8): 10.1061/(ASCE)ST.1943-541X.0002357.
60. Mpidi Bita H, Tannert T. (2019) Disproportionate Collapse Prevention Analysis for a Mid-rise Flat-plate Cross-laminated Timber Building, Engineering Structures. 178:460–471.
59. Loss C, Tannert T, Tesfamariam S (2018) State-of-the-Art Review of Displacement-Based Seismic Design of Timber Buildings; Construction and Building Materials. 191:481–497.
58. Schneider J, Tannert T, Tesfamariam S, Stiemer SF (2018) Experimental Assessment of a Novel Steel Tube Connector for Cross-Laminated Timber; Engineering Structures 177: 283–290.
57. Mpidi Bita H, Tannert T (2018) Numerical Optimisation of Novel Connection for Cross-Laminated Timber Buildings, Engineering Structures. 175:273-283.
56. Shahnewaz Md, Alam MS, Tannert T (2018). In-plane Strength and Stiffness of Cross-laminated Timber Shear Walls. Buildings 8, 100; doi:10.3390/buildings8080100.
55. Connolly T, Loss C, Iqbal A, Tannert T (2018) Feasibility Study of Mass-Timber Cores for the UBC Tall Wood Building. Buildings 8, 98; doi:10.3390/buildings8080098.
54. Loss C, Hossain A, Tannert T. (2018) Simple cross-laminated timber shear connections with spatially arranged screws. Engineering Structures. 173:340–356.
53. Tannert T, Follesa M, Fragiacomo M, González P, Isoda H, Moroder D, Xiong H, van de Lindt J (2018) Seismic Design of Cross-laminated Timber Buildings, Wood and Fiber Science. 50:3-26.
52. Loss C, Rossi S, Tannert T (2018) In-plane stiffness of hybrid steel-cross-laminated timber floor diaphragms, ASCE Journal of Structural Engineering. 144(8): 04018128.
51. Hossain A, Popovski M, Tannert T (2018) Cross-laminated timber connections assembled with a combination of screws in withdrawal and screws in shear, Engineering Structures. 168:1-11.
50. Zhang X, Shahnewaz Md, Tannert T (2018) Seismic Reliability Analysis of a Timber-Steel-Hybrid System, Engineering Structures; 167: 629-638.
49. Mpidi Bita H, Currie N, Tannert T (2018) Disproportionate collapse analysis of mid-rise cross-laminated timber buildings, Structure and Infrastructure Engineering; https://doi.org/10.1080/15732479.2018.1456553.
48. Zhang X, Tannert T, Popovski M, (2018) High-capacity hold-down for tall timber buildings, Construction and Building Materials 164(10): 688-703.
47. Grunwald C, Kaufmann M, Alter B, Vallée T, Tannert T (2017) Numerical Investigations and Capacity Prediction of G-FRP Rods glued into Timber, Composite Structures. 202:47-59.
46. Zhang X, Riasat A, Bhat P, Popovski M, Tannert T, (2017) Seismic performance of embedded steel beam connection in cross-laminated timber panels for tall-wood hybrid system, Can. J. Civ. Eng. 44: 611–618 dx.doi.org/10.1139/cjce-2016-0386.
45. Shahnewaz Md, Tannert T, Popovski M, Alam MS (2017) In-Plane Stiffness of Cross Laminated Timber Panels with Openings. Structural Engineering International DOI: 10.2749/101686617X14881932436131.
44. Shahnewaz Md, Islam MS, Ahmadipour M, Tannert T, Alam MS (2017) Reinforced wood I-joists with web openings. ASCE Journal of Structural Engineering 143(6) 04017022-1.
43. Zhu H, Faghani P, Tannert T (2017) Experimental investigations on timber joints with single glued-in FRP rods, Construction and Building Materials Volume 140(1): 167–172.
42. Tannert T, Endacott B, Brunner M, Vallée T (2017) Long-term performance of adhesively bonded timber-concrete-composites. Int. Journal of Adhesion and Adhesives. 72: 51-61
41. Tannert T, Zhu H, Myslicki S Walther H, Vallée T (2016) Tensile and fatigue investigations of timber joints with glued-in FRP rods. The Journal of Adhesion DOI:10.1080/00218464.2016.1190653
40. Hossain A, Danzig I, Tannert T (2016) Cross-Laminated Timber Shear Connection with Innovative Self-Tapping Screw Assemblies. ASCE Journal of Structural Engineering 04016099-1.
39. Vallée T, Tannert T, Fecht S (2016) Adhesively bonded connections in the context of timber engineering. Journal of Adhesion. DOI: 10.1080/00218464.2015.1071255.
38. Tannert T (2016) Improved performance of reinforced Rounded Dovetail Joints. Construction and Building Materials 118: 262–267.
37. Gonzales E, Avez C, Tannert T (2016) Timber joints with multiple glued-in steel rods. The Journal of Adhesion. 92(7-9): 635-651. DOI: 10.1080/00218464.2015.1099098
36. Schober KU, Tannert T (2016) Hybrid connections for timber structures, European Journal of Wood and Wood Products. 74(3): 369-377
35. Dias A, Skinner J, Crews K, Tannert T (2016) Timber-concrete-composites increasing the use of timber in construction, European Journal of Wood and Wood Products. 74(3): 443-451 DOI 10.1007/s00107-015-0975-0.
34. Weckendorf J, Toratti T, Smith I, Tannert T (2015) Vibration serviceability performance of timber floors, European Journal of Wood and Wood Products. 74(3): 353-367 DOI: 10.1007/s00107-015-0976-z.
33. Gonzales E, Tannert T, Vallée T (2016) The impact of defects on the capacity of timber joints with glued-in rods. Int Journal of Adhesion and Adhesives. 65: 33–40 10.1016/j.ijadhadh.2015.11.002
32. Zhang X, Fairhurst M, Tannert T (2015) Ductility estimation for a novel timber-steel-hybrid system. Journal of Structural Engineering. 142(4): E4015001, DOI: 10.1061/(ASCE)ST.1943-541X.0001296.
31. Dietsch P, Tannert T (2015) Assessing the integrity of glued-laminated timber elements. Construction & Building Materials, 101(2): 1259–1270 DOI: http://dx.doi.org/10.1016/j.conbuildmat.2015.06.064.
30. Haghdan S, Tannert T, Smith G (2015) Effects of species anatomy and lay-up configurations on wettability and impact performance of wood veneer/polyester composites. BioResources 10(3): 5633-5654.
29. Haghdan S, Tannert T, Smith G. (2015) Effects of reinforcement configuration and densification on impact strength of wood veneer/polyester composites. Journal of Composite Materials. 49 (10): 1161–1170. DOI: 10.1177/0021998314531308.
28. Grunwald C, Fecht S, Vallée T, Tannert T. (2014) Adhesively bonded timber joints – Do defects matter? Int. Journal of Adhesion & Adhesives. 55: 12–17, DOI: http://dx.doi.org/10.1016/j.ijadhadh.2014.07.003.
27. Hehl S, Tannert T, Meena R, Vallee T (2014) Experimental and Numerical Investigations on Groove Connections for Novel Timber-Concrete-Composite System. Journal of Performance of Constructed Facilities, DOI: 10.1061/(ASCE)CF.1943-5509.0000549
26. Meena R, Schollmayer M, Tannert T (2014) Experimental and Numerical Investigations on the Fire-Resistance of a novel Timber-Concrete-Composite deck. Journal of Performance of Constructed Facilities, DOI: 10.1061/(ASCE)CF.1943-5509.0000539
25. Fecht S, Vallée T, Tannert T, Fricke H (2014) Adhesively Bonded Hardwood Joints under room and elevated temperatures. The Journal of Adhesion, 90: 401-419. DOI: 10.1080/00218464.2013.836968S.
24. Riggio M, Anthony R, Augelli F, Kasal B, Lechner T, Muller W, Tannert T (2013) In situ assessment of structural timber using non-destructive techniques. Materials and Structures. 47: 749-766. DOI: 10.1617/s11527-013-0093-6
23. Tannert T, Anthony R, Kasal B, Kloiber M, Piazza M, Riggio M, Rinn F, Widmann R, Yamaguchi N (2013) In situ assessment of structural timber using semi-destructive techniques. Materials and Structures. 47: 767-785. DOI: 10.1617/s11527-013-0094-5
22. Dackermann U, Crews K, Kasal B, Li J, Riggio M, Rinn F, Tannert T (2013) In situ assessment of structural timber using stress-wave measurements. Materials and Structures. 47:787-803. DOI: 10.1617/s11527-013-0095-4
21. Tannert T, Branco J, Riggio M (2013) RILEM TC Reinforcement of Timber Elements in Existing Structures. Advanced Materials Research 778:1041-1048. DOI: 10.4028/www.scientific.net/AMR.778.1041
20. Franke B, Franke S, MĂĽller A, Vogel M, Scharmacher F, Tannert T (2013) Long term monitoring of timber bridges – Assessment and results. Advanced Materials Research 778:749-756. DOI: 10.4028/www.scientific.net/AMR.778.1041
19. Tannert T, Haukaas T (2013) Probabilistic Models for Structural Performance of Rounded Dovetail Joints. ASCE Journal of Structural Engineering, 139: 1478–1488: DOI: 1061/(ASCE)ST.1943-541X.0000744
18. Vallée T, Tannert T, Meena R, Hehl S (2013) Dimensioning method for bolted, adhesively bonded, and hybrid joints. Composites Part B Engineering, 46:179–187. http://dx.doi.org/10.1016/j.compositesb.2012.09.074
17. Tannert T, Vallée T and Müller A (2012) Critical review on the assessment of glulam structures using shear core samples. Journal of Civil Structural Health Monitoring, 2:65-72, DOI 10.1007/s13349-012-0016-1
16. Tannert T, Vallée T and Hehl S (2012) Experimental and numerical investigations on adhesively bonded hardwood joints, International Journal of Adhesion and Adhesives, 37:65–69, DOI:10.1016/j.ijadhadh.2012.01.014
15. Tannert T, Vallée T and Hehl S (2012) Probabilistic Strength Prediction of Adhesively Bonded Timber Joints, Wood Science and Technology, 46:503–513, DOI: 10.1007/s00226-011-0424-0
14. Tannert T, Vallée T and Hehl S (2012) Experimental and Numerical Investigations on Adhesively Bonded Timber Joints, Wood Science and Technology, 46:579–590, DOI 10.1007/s00226-011-0423-1
13. Vallée T, Tannert T and Ganne-Chedville C (2012) Capacity prediction of welded timber joints. Wood Science and Technology, 46:333–347, DOI 10.1007/s00226-011-0404-4
12. Vallée T, Tannert T and Hehl S (2011) Experimental and Numerical Investigations on Full-Scale Adhesively Bonded Timber Trusses. Materials and Structures, 44:1745-1758, DOI 10.1617/s11527-011-9735-8
11. Tannert T, Lam F and Vallée T (2011) Structural performance of rounded dovetail connections: experimental and numerical investigations. European Journal of Wood and Wood Products, 69:471–482, DOI 10.1007/s00107-010-0459-1
10. Brunner AJ, Tannert T and Vallée T (2011) Waveform analysis of acoustic emission monitoring of tensile tests on welded wood-joints. Journal of Acoustic Emission, 28:59-67.
9. Kasal B and Tannert T (2010) RILEM Committee on In-situ Assessment of Structural Timber. Advanced Materials Research, 133-134: 271-274.
8. Tannert T, Hehl S and Vallée T (2010) Bemessung von geklebten Anschlüssen im Holzbau. Bautechnik, 87(10):623-629.
7. Vallée T, Tannert T, Murcia J and Quinn D (2010) Influence of stress reduction methods on the strength of adhesively bonded joints composed of brittle adherends. International Journal of Adhesion and Adhesives. 30(7):583-594.
6. Hehl S, Vallée T, Tannert T and Bai Y (2010) A probabilistic strength prediction method for adhesively bonded joints composed of wooden adherends. Key Engineering Materials, 417-418:533-536.
5. Tannert T, Lam F and Vallée T (2010) Strength Prediction for Rounded Dovetail Connections Considering Size Effects, ASCE Journal of Engineering Mechanics, 136(3):358-366.
4. Tannert T and Lam F (2009) Self-tapping screws as reinforcement for rounded dovetail connections. Progress in Structural Engineering and Materials, Structural Control and Health Monitoring, 16(3):374-384.
3. Tannert T, Prion H and Lam F (2007) Structural performance of rounded dovetail connections under different loading conditions. Canadian Journal of Civil Engineering. 34(12):1600-1605.
2. Tannert T and Lam F (2007) Performance of Laminated Strand Lumber for Rounded Dovetail Connections. Forest Products Journal. 57(9):63-67.
1. Tannert T, Poblete C and Gotelli G (2003) Mechanic properties of Nail Laminated Timber Elements. Maderas: Ciencia y TecnologĂa, 5(1):51-67.
Non-Refereed papers
13. Heal T, Tannert T, Zirnhelt R (2019) Timber Housings in Timber Construction: Testing and Design Guidance. Accepted for publication in Timber Framing
12. Tannert (2018) Timber is on the rise! https://advanceseng.com/timber-is-rise/
11. Shahnewaz Md, Alam MS, Tannert T (2016) Cross-laminated timber: a high performance sustainable building material. Canadian Civil Engineer Fall edition 2016
10. Schmitt C, Neumann O, Tannert T (2016) Review of heritage housing reconstruction after the February 2010 earthquake in Chile Arquitectura y Cultura 7:90-105 ISSN: 0719 – 4374
9. Cheng A, MacDonald I, Tannert T (2016) Parametric design of timber shell structures. Branchlines, 27(1):9.
8. Tannert T (2016) Design of Rounded Dovetail Joints, Timber Frame Engineering Council Tech Bulletin No. 2016-5.
7. Gonzales E, MacDonald I, Tannert T (2014) Exploring our campus: A showcase of innovative timber construction. Branchlines, 25(4):10-11.
6. Tannert T, Evans P (2013) New equipment advances wood processing. Branchlines, 24(4):18-19.
5. Tannert T (2012) Innovations in timber design. Branchlines, 23(4):18-19.
4. Tannert T, MĂĽller A, Vogel M (2010) Stopping the rot. Bridge Engineering. 60:72-73.
3. Vallée T, Tannert T (2009) Bemessung geklebter Anschlüsse. Holzforschung Schweiz, Bulletin Schweizerische Arbeitsgemeinschaft für Holzforschung SAH, 17:1-3.
2. Tannert T, Rosales V (2003) Stress laminated timber decks. Revista TecnologĂa y ConstrucciĂłn con Madera, 5:4-16.
1. Tannert T (2002) Estudio de elementos laminados clavados para la construcciĂłn de viviendas de madera en Chile. Maderas: Ciencia y TecnologĂa, 4:202-203.