[1] Brandner R, 2013. Production and technology of cross laminated timber (CLT): a state-of-the-art report. In: Focus solid timber solution-European conference on cross laminated timber (CLT), Graz, Austria.
[2] Brandner R, Flatscher G, Ringhofer A, et al., 2016. Cross laminated timber (CLT): overview and development. European Journal of Wood and Wood Products, 74(3): 331–351. DOI: 10.1007/s00107-015-0999-5
[3] Buchanan A, Deam B, Fragiacomo M, et al., 2008. Multi-storey prestressed timber buildings in New Zealand. Structural Engineering International, 18(2): 166–173. DOI: 10.2749/ 101686608784218635.
[4] Ceccotti A, Sandhaas C, Okabe M, et al., 2013. SOFIE project-3D shaking table test on a seven-storey full-scale cross-laminated timber building. Earthquake Engineering & Structural Dynamics, 42(13): 2003–2021. DOI: 10.1002/eqe. 2309.
[5] Chen J Y, 2009. Development of cross lamination technology for MPB engineered wood products—Thick laminated MPB wood plates. Vancouver, BC, Canada: University of British Columbia.
[6] Chen X, Lu J, Wang X, 2018. Application of prefabricated wood construction project-taking CLT prefabricated wood structure engineering of Qian'an Big Tree Industry Co., Ltd. as an Example. Construction Technology, (5): 30–32.
[7] Chen Y, 2011. Structural performance of box based cross laminated timber system used in floor applications. Vancouver, BC, Canada: University of British Columbia.
[8] Chen Y, Oudjehane A, Lam F, 2008. Bending behaviour of thick laminated mountain pine beetle wood plates with different connections. Journal of Ecosystems & Management, 9(1): 170–173. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=1796131a39c69c974a67af71a9edc8d9
[9] Dong W, Yao Y, Song H, et al., 2018. Shear strength of cross-laminated timber connected with self-tapping screws. China Wood Industry, 32(5): 1–5. http://d.old.wanfangdata.com.cn/Periodical/mcgy201805001
[10] Fast P, Gafner B, Jackson R, et al., 2016. Case study: an 18 storey tall mass timber hybrid student residence at the University of British Columbia, Vancouver. In: WCTE 2016-World Conference on Timber Engineering, Vienna, Austria.
[11] Fu M, 2012. Experimental research on the mechanical behavior of CLT deck. Xi'an, China: Chang'an University.
[12] Gagnon S, Pirvu C, 2011. CLT handbook: cross-laminated timber. Quebec, Canada: FP Innovations.
[13] Gao Y, 2010. Research of composite steel-timber bridge deck system based on CLT. Xi'an, China: Chang'an University.
[14] Gong Y C, Tian Z P, Xu J H, et al., 2018a. Evaluation methods of bending MOE of cross-laminated timber made from domestic japanese larch lumber. China Wood Industry, 32(3): 1–4. DOI: 10.19455/j.mcgy.20180301.
[15] Gong Y C, Xu J H, Wu G F, et al., 2018b. Interlamination shear properties of cross-laminated timber made from domestic Japanese larch in China. China Wood Industry, 32(2): 6–9. DOI: 10.19455/j.mcgy.20180202.
[16] Gong Y C, Wu G F, Ren H Q, 2018c. Compressive properties of cross-laminated timber fabricated with domestic Japanese larch. China Forest Products Industry, 45(5): 7–9, 22. http://d.old.wanfangdata.com.cn/Periodical/lcgy201805002
[17] Gong Y C, Wu G F, Xu J H, et al., 2018d. Bending properties of cross-laminated timber fabricated with Larix kaempferi. Journal of Northwest A & F University (Natural Science Edition), 46(11): 25–30, 38. http://d.old.wanfangdata.com.cn/Periodical/xbnydxxb201811004
[18] He M J, Sun X F, Li Z, 2018. Bending and compressive properties of cross-laminated timber (CLT) panels made from Canadian hemlock. Construction and Building Materials, 185: 175–183. DOI: 10.1016/j.conbuildmat.2018.07.072.
[19] Helene U, Schickhofer G, 2013. Characteristic values and test configurations of CLT with focus on selected properties. In: Focus solid timber solutions-European conference on cross laminated timber (CLT), Graz, Austria.
[20] Hindman D P, Bouldin J C, 2015. Mechanical properties of southern Pine cross-laminated timber. Journal of Materials in Civil Engineering, 27(9): 04014251. DOI: 10.1061/(asce)mt. 1943–5533.0001203.
[21] Hu D Q, He M J, 2018. Optimization for pre-stressed cross-laminated timber shear wall system. Building Structure, 48(10): 50–55.
[22] Jia Y, Qiao J, Zhang J, et al., 2018. Mechanical performance of CLT wall-to-floor joints with T connector. Journal of Beijing Forestry University, 40(10): 123–130. http://d.old.wanfangdata.com.cn/Periodical/bjlydxxb201810014
[23] Jiang G, 2016. Mechanical properties of CLT in Chinese fir with different thickness. Nanjing, China: Nanjing Forestry University.
[24] Karacabeyli E, Douglas B, 2013. CLT handbook: cross-laminated timber. Quebec: FP Innovations.
[25] Li M M, Xie W B, Wang Z, et al., 2018. Dynamic test and stress grading of elastic modulus for hemlock dimension lumber used for cross-laminated timber. China Forest Products Industry, 45(7): 28–32. http://d.old.wanfangdata.com.cn/Periodical/lcgy201807007
[26] Li Z, Luo J, He M, 2018. The current situation of the standard system for assembled wooden structures in China and relevant suggestions for its improvement. Standardization of Engineering Construction, 10: 67–72. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=10.1177/019263656004425925
[27] Liao Y C, Tu D Y, Zhou J H, et al., 2017. Feasibility of manufacturing cross-laminated timber using fast-grown small diameter eucalyptus lumbers. Construction and Building Materials, 132: 508–515. DOI: 10.1016/j.conbuildmat.2016.12.027.
[28] Liu W, Yang H, 2019. Research progress on modern timber structures. Journal of Building Structures, (2): 16–43. http://d.old.wanfangdata.com.cn/Periodical/jzjgxb201902002
[29] Lu Y, Li M M, Wang Z et al., 2018a. Calculation and analysis of mechanical properties of three layers cross-laminated timber of full-size hemlock. Journal of Northwest Forestry University, 33(6): 231–235. http://d.old.wanfangdata.com.cn/Periodical/xblxyxb201806036
[30] Lu Y, Xie W B, Wang Z, et al., 2018b. Shear stress and interlaminar shear strength tests of cross-laminated timber beams. BioResources, 13(3): 5343–5359. http://cn.bing.com/academic/profile?id=bfb69f9d9b737547bc7f2b49ee54fa05&encoded=0&v=paper_preview&mkt=zh-cn
[31] Lu Z H, Zhou H B, Liao Y C, et al., 2018. Effects of surface treatment and adhesives on bond performance and mechanical properties of cross-laminated timber (CLT) made from small diameter Eucalyptus timber. Construction and Building Materials, 161: 9–15. DOI: 10.1016/j.conbuildmat.2017. 11.027.
[32] Malo K A, Abrahamsen R B, Bjertnæs M A, 2016. Some structural design issues of the 14-storey timber framed building "Treet" in Norway. European Journal of Wood and Wood Products, 74(3): 407–424. DOI: 10.1007/s00107-016-1022-5.
[33] Mao R, 2015. Experimental study on in-plane structural performance of cross-laminated timber panels. Nanjing, China: Nanjing Technology University.
[34] Pei S L, van de Lindt J W, Popovski M, 2013. Approximate R-factor for cross-laminated timber walls in multistory buildings. Journal of Architectural Engineering, 19(4): 245–255. DOI: 10.1061/(asce)ae.1943-5568.0000117.
[35] Que Z L, Li Z R, Wang F B, et al., 2017. Review of research and development status of cross-laminated timber used by medium high-rise structure in Europe. Building Structure, 47(2): 75–80, 27. DOI: 10.19701/j.jzjg.2017.02.014.
[36] Rinaldin G, Amadio C, Fragiacomo M, 2013. A component approach for the hysteretic behaviour of connections in cross-laminated wooden structures. Earthquake Engineering & Structural Dynamics, 42(13): 2023–2042. DOI: 10.1002/ eqe.2310.
[37] Schickhofer G, Bogensperger T, Moosbrugger T, 2010. CLT handbook: solid timber construction technique with cross laminated timber-verification based on the new European standardization concept. Graz: Verlag der Technischeny Universität.
[38] Schubert S, Gsell D, Steiger R, et al., 2010. Influence of asphalt pavement on damping ratio and resonance frequencies of timber bridges. Engineering Structures, 32(10): 3122–3129. DOI: 10.1016/j.engstruct.2010.05.031.
[39] Shen Y L, Mu Z G, Johannes S, et al., 2015. Introduction to a new engineered wood-based product: cross laminated timber and experimental study on cross laminated timber bracket connection. Journal of University of Science and Technology Beijing, 37(11): 1504–1512. DOI: 10.13374/j.issn2095-9389. 2015.11.017.
[40] Shen Y L, Mu Z G, Johannes S, et al., 2016. Numerical simulation study and damage analysis of cross laminated timber connections. Journal of University of Science and Technology Beijing, 38(1): 149–157. DOI: 10.13374/j.issn2095-9389. 2016.01.020.
[41] Shen Y L, Mu Z G, Stiemer S F, et al., 2017. Mechanical performance of cross laminated timber infill wall- steel frames. Chinese Journal of Engineering, 39(1): 155–165. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=bjkjdxxb201701020
[42] Strobel K, 2016. Timber: Structurally optimized timber buildings. Washington, USA: University of Washington.
[43] Su F W, Zhang Q S, 1995. Bamboo-wood composite structure is an effective way to scientifically and rationally utilize bamboo resources. China Forest Products Industry, (6): 4–6.
[44] Sun X F, He M J, Li Z, et al., 2018. Performance evaluation of multi-storey cross-laminated timber structures under different earthquake hazard levels. Journal of Wood Science, 64(1): 23–39. DOI: 10.1007/s10086-017-1667-7.
[45] Tafreshi K T, Winter W, Pixner T, 2008. Development of earthquake bracing systems for multi-storey buildings using slender shear wall elements in cross-laminated timber (CLT). In: WCTE 2008-World Conference on Timber Engineering, Miyazaki, Japan.
[46] Wang B, 2014. Experimental study on flexural behavior of orthogonal laminated wood based on fast-growing poplar. Nanjing, China: Nanjing Technology University.
[47] Wang B J, Wei P X, Gao Z Z et al., 2018. The evaluation of panel bond quality and durability of hem-fir cross-laminated timber (CLT). European Journal of Wood and Wood Products, 76(3): 833–841. DOI: 10.1007/s00107-017-1283-7.
[48] Wang Y L, Cao Y, Wang Z, et al., 2017. Prediction and assessment of Canadian hemlock CLT bending performance. China Forest Products Industry, 44(7): 15–20. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=lcgy201707004
[49] Wang Z Q, Fu H M, Chen Y, 2016. Mechanical performances of hybrid cross laminated timber fabricated by lumber/laminated veneer lumber. Journal of Central South University of Forestry & Technology, 36(8): 121–124. http://cn.bing.com/academic/profile?id=f4b243831bc64b21318639dc364514d3&encoded=0&v=paper_preview&mkt=zh-cn
[50] Wang Z Q, Fu H M, Dai X H, et al., 2014. Experimental study on mechanical properties of cross-laminated timber with different tree species wood. Journal of Central South University of Forestry & Technology, 34(12): 141–145. DOI: 10.14067/ j.cnki.1673–923x.2014.12.025.
[51] Wang Z Q, Fu H M, Gong M, et al., 2017. Planar shear and bending properties of hybrid CLT fabricated with lumber and LVL. Construction and Building Materials, 151: 172–177. DOI: 10.1016/j.conbuildmat.2017.04.205.
[52] Wang Z Z, 2017. Effect of macroscopic characteristics of sawn timber on rolling shear properties of cross layer of CLT. Nanjing, China: Nanjing Forestry University.
[53] Wei P X, Wang B J, 2019. Preparation method for bamboo- wood composite cross-laminated timber. China patent, 201910012294.2, 2019-01-07.
[54] Wei P X, Wang B J, Wang L B, et al., 2019. An exploratory study of composite cross-laminated timber (CCLT) made from bamboo and hem-fir. BioResources, 14(1): 2160-2170.
[55] Xie W B, Wang Z, Gao Z Z, et al., 2018. Performance test and analysis of cross-laminated timber(CLT). China Forest Products Industry, 45(10): 40–45, 49. DOI: 10.19531/j.issn1001- 5299.201810009.
[56] Xiong H B, Ouyang L, Wu Y, 2016. State-of-the-art research of tall wood buildings. Journal of Tongji University(Natural Science), 44(9): 1297–1306. DOI: 10.11908/j.issn.0253-374x. 2016.09.001.
[57] Xiong H B, Song Y, Dai S, et al., 2018. Prefabricated CLT panel building from model to construction. Building Structure, 48(10): 7–12. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=jzjg201810002
[58] Yu W J, Yu Y L, 2013. Development and prospect of wood and bamboo scrimber industry in China. China Wood Industry, 27(1): 5–8. DOI: 10.19455/j.mcgy.2013.01.001.
[59] Zhang F, 2015. Study on the seismic performance of steel- timber buckling restrained brace. Nanjing, China: Nanjing Technology University.
[60] Zhang Q, Wang J, Li Y, et al., 2010. Light-weight and high- strength prefabricated wood or bamboo-based laminated composite panels or beams. China patent, 201010128681.1, 2010-03-22.
[61] Zhang T T, Sun Q, Sun X M, et al., 2017. Research status and localization prospects of cross-laminated timber. Forestry Machinery & Woodworking Equipment, 45(1): 4-7. DOI: 10.13279/j.cnki.fmwe.2017.0001.
[62] Zhang Y, 2001. Introduction of technology of laminated veneer lumber. Wood Processing Machinery, (3): 25–27. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=mcjgjx200103008
[63] Zhou J H, Chui Y H, Gong M, et al., 2017. Elastic properties of full-size mass timber panels: characterization using modal testing and comparison with model predictions. Composites Part B: Engineering, 112: 203–212. DOI: 10.1016/j.compositesb.2016.12.027.