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Journal articles on the topic 'Timber structures'

Author: Grafiati

Published: 4 June 2021

Last updated: 26 July 2025

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1

Edlund, Bo. "Timber Structures." Structural Engineering International 3, no. 2 (1993): 70. http://dx.doi.org/10.2749/101686693780612439.

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2

Sandhyavitri, Ari, Fakhri Fakhri, Rizki Ramadhan Husaini, Indra Kuswoyo, and Manyuk Fauzi. "Added values of the local timbers materials for main bridge frame structures utilizing laminating composites technology." Journal of Applied Materials and Technology 2, no. 1 (2020): 50–58. http://dx.doi.org/10.31258/jamt.2.1.50-58.

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The objectives of this article are to seek the opportunity to enhance the local Indonesia timber material physical performances (encompassing the low-class quality of III and IV timbers with the Modulus of Elasticity (MOE) = 5,000 - 9,000 MPa) utilizing laminated composite technology to become higher-class timber quality (class II) with the Modulus of Elasticity (MOE)> 15,000 MPa so that it can be used as an alternative material for constructing the bridge mainframe structures (girder beams) especially for the Indragiri Hilir regency, Riau Province, Indonesia. This regency needs several hun

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3

Kuda, D., and M. Petříčková. "Modular timber structures." IOP Conference Series: Materials Science and Engineering 800 (May 19, 2020): 012033. http://dx.doi.org/10.1088/1757-899x/800/1/012033.

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4

McDougall, Reece. "Conserving Timber Structures." Australian Journal of Multi-Disciplinary Engineering 4, no. 1 (2006): 15–23. http://dx.doi.org/10.1080/14488388.2006.11464741.

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5

Žagar, Zvonimir. "Smart Timber Structures." IABSE Symposium Report 85, no. 11 (2001): 31–35. http://dx.doi.org/10.2749/222137801796348313.

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6

Utkin, V. A., and I. I. Gotovtsev. "CRESTED SHEAR CONNECTORS APPLICATION TO COMBINE REINFORCED CONCRETE SLAB AND PLANK-NAILED STRUCTURE OF BRIDGE SPAN." Russian Automobile and Highway Industry Journal 17, no. 3 (2020): 414–27. http://dx.doi.org/10.26518/2071-7296-2020-17-3-414-427.

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Introduction. The construction of bridges using timber materials is experiencing a real boom throughout the world .The USA is considered to be a leader, where 80% of the bridges are made of timber or materials based on it. In Russia timber bridge construction has been stagnating for the last 50 years, although there is a need for these bridges. Timber structures could solve many problems with Russian roads, especially in remote areas. Timber structures are widely considered to be outdated, so they cannot meet current requirements of load capacity and durability, also they are vulnerable to atm

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7

Horonjeff, R., and D. A. Patrick. "ACTION OF MARINE BORERS AND PROTECTIVE MEASURES AGAINST ATTACK." Coastal Engineering Proceedings 1, no. 2 (2000): 8. http://dx.doi.org/10.9753/icce.v2.8.

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A major concern to engineers engaged in the design of timber harbor structures is protection against marine borers. These pests can severely damage these structures in a relatively short time. Attack is concentrated on submerged timbers in the area between the mudline and the water surface. The intensity of attack is dependent on a number of environmental conditions. The most destructive and widely distributed borers are the Teredinidae and the Limnoria. Some forms of borers exist in all oceans. This paper describes the manner in which the borers destroy timber. It summarizes information gathe

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8

Ceraldi, C., C. D’Ambra, M. Lippiello, and A. Prota. "Restoring of timber structures: connections with timber pegs." European Journal of Wood and Wood Products 75, no. 6 (2017): 957–71. http://dx.doi.org/10.1007/s00107-017-1179-6.

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9

YASUMURA, MOTOI. "Large-Scale Timber Structures." Wood Preservation 23, no. 4 (1997): 199–207. http://dx.doi.org/10.5990/jwpa.23.199.

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10

Vavrušová, Kristýna, and Antonín Lokaj. "Timber Structures Fire Resistance." Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series 10, no. 2 (2010): 1–6. http://dx.doi.org/10.2478/v10160-010-0025-0.

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Timber Structures Fire Resistance The topic of this contribution is an outline of the timber structures design and assessment issues related to effects of fire according to standard and alternative (fully probabilistic) methods.

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11

Kurz, Jochen H. "Monitoring of timber structures." Journal of Civil Structural Health Monitoring 5, no. 2 (2014): 97. http://dx.doi.org/10.1007/s13349-014-0075-6.

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12

Köhler, Jochen, and Staffan Svensson. "Special Issue — Timber Structures." Engineering Structures 33, no. 11 (2011): 2957. http://dx.doi.org/10.1016/j.engstruct.2011.08.026.

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13

Ceccotti, Ario. "Composite concrete-timber structures." Progress in Structural Engineering and Materials 4, no. 3 (2002): 264–75. http://dx.doi.org/10.1002/pse.126.

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14

Gosselin, Annie, Pierre Blanchet, Nadia Lehoux, and Yan Cimon. "Collaboration Enables Innovative Timber Structure Adoption in Construction." Buildings 8, no. 12 (2018): 183. http://dx.doi.org/10.3390/buildings8120183.

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Timber structures in construction have become more popular in recent years. Nevertheless, besides the complexity of designing, contracting and building these structures, a barrier to their market growth is the complexity of their supply chain relationships encompassing architects, engineers, builders and suppliers. The objective of this study is therefore to identify and characterize the supply chain relationships shared by these stakeholders within a massive timber construction project. Twenty-seven semi-structured interviews with architects, structural engineers, builders and timber element

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15

Cheng, Lu, Hong Tao Liu, Xiao Wei Zhu, and Bin Jia. "Investigation and Analysis on Seismic Damage of Historic Timber Structures Caused by Wenchuan Earthquake in Zhaohua Ancient City." Applied Mechanics and Materials 166-169 (May 2012): 2020–23. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.2020.

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According to the investigation on historic structures in Zhaohua Ancient City, there are a total of 210 historic structures in the city, of which the historic timber structures account for 93.8%, namely 197 in total. In this paper, damage degrees of the historic timber structures have been determined, although the timber structures had not considered seismic design when they were built, nearly 60% of the historic timber structures are of relatively minor damage. Besides, based on the analysis on seismic damage of the historic timber structures, the failure modes of the timber structures have b

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16

Zhao, Ze, Pengcheng Chen, En Zhang, and Guoyun Lu. "Health Monitoring of Bolt Looseness in Timber Structures Using PZT-Enabled Time-Reversal Method." Journal of Sensors 2019 (March 24, 2019): 1–8. http://dx.doi.org/10.1155/2019/2801638.

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A prestressed bolt connection is one of the crucial connection types in timber structures. The daily checking and maintenance of bolt connections have to be carried out in order to avoid the collapse of timber structures due to bolt looseness. Real-time health monitoring of bolt connections can not only reduce the daily maintenance cost of timber structures, but it can also avoid property loss and casualties by giving early warning if the bolt connection is loosened in timber structures. This paper proposes a method of prestress monitoring of bolt joints in timber structures by pasting lead zi

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17

Robertson, David, Maisie Taylor, Ian Tyers, Gordon Cook, and W. Derek Hamilton. "A Second Timber Circle, Trackways, and Coppicing at Holme-next-the-Sea Beach, Norfolk: use of Salt- and Freshwater Marshes in the Bronze Age." Proceedings of the Prehistoric Society 82 (May 16, 2016): 227–58. http://dx.doi.org/10.1017/ppr.2016.3.

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Since 1998 archaeological investigations on Holme-next-the-Sea beach have recorded the waterlogged remains of two Bronze Age timber circles, timber structures, coppiced trees, metal objects, and salt- and freshwater marshes. The second timber circle (Holme II) is only the third waterlogged structure of its type to be discovered in Britain and only the second to be dated by dendrochronology. The felling of timbers used in Holme II has been dated to the spring or summer of 2049 bc, exactly the time as the felling of the timbers used to build the first circle (Holme I). This shared date provides

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18

Pokrovskaya, Elena. "Longevity enhancement of wooden civil structures." E3S Web of Conferences 263 (2021): 01023. http://dx.doi.org/10.1051/e3sconf/202126301023.

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A method of longevity enhancement of wooden civil structures by absorption-chemical modification of timber surfaces is described herein. The modifiers were phosphoric acid ethers. The properties of the superficial layer were studied by IR-spectroscopy and elementary analysis by Energy Dispersion X-Ray Spectroscopy (EDX) for build-up detection of covalent bonds of the modifier with the timber surface. During mycological studies, quantities of vital spores on surfaces of wooden structures were measured. As a result, the modified surface of the timber features durable a high degree of biological

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19

Chen, Qilin. "Sustainable Future: Development and Potential of Modern Timber Structures." Highlights in Science, Engineering and Technology 75 (December 28, 2023): 86–93. http://dx.doi.org/10.54097/zasde138.

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The increasingly prominent issues of high energy consumption and carbon emissions brought about by traditional construction materials have led to the rapid emergence of modern timber structures as a sustainable alternative. This paper comprehensively analyzes the multiple advantages of timber construction, emphasizing its characteristics such as environmental friendliness, thermal insulation, seismic resistance, flexibility, and durability. The eco-friendliness of timber structures stems from wood being a renewable resource, and the construction process significantly reduces carbon footprint.

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20

Kirkegaard, P. H., J. D. Sørensen, and F. Hald. "Robustness Analyses of Timber Structures." Computational Technology Reviews 8 (September 3, 2013): 125–48. http://dx.doi.org/10.4203/ctr.8.5.

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21

Leicester, R. H., C. H. Wang, M. N. Nguyen, and C. E. MacKenzie. "Design of Exposed Timber Structures." Australian Journal of Structural Engineering 9, no. 3 (2009): 217–24. http://dx.doi.org/10.1080/13287982.2009.11465024.

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22

Leicester, R. H. "Buckling Strength of Timber Structures." Australian Journal of Structural Engineering 9, no. 3 (2009): 249–56. http://dx.doi.org/10.1080/13287982.2009.11465027.

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23

Wheeler, A. S., and A. R. Hutchinson. "Resin repairs to timber structures." International Journal of Adhesion and Adhesives 18, no. 1 (1998): 1–13. http://dx.doi.org/10.1016/s0143-7496(97)00060-2.

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24

Radford, D. W., D. Van Goethem, R. M. Gutkowski, and M. L. Peterson. "Composite repair of timber structures." Construction and Building Materials 16, no. 7 (2002): 417–25. http://dx.doi.org/10.1016/s0950-0618(02)00044-2.

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25

Schober, Kay-Uwe, Annette M. Harte, Robert Kliger, Robert Jockwer, Qingfeng Xu, and Jian-Fei Chen. "FRP reinforcement of timber structures." Construction and Building Materials 97 (October 2015): 106–18. http://dx.doi.org/10.1016/j.conbuildmat.2015.06.020.

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26

Köhler, Jochen, John Dalsgaard Sørensen, and Michael Havbro Faber. "Probabilistic modeling of timber structures." Structural Safety 29, no. 4 (2007): 255–67. http://dx.doi.org/10.1016/j.strusafe.2006.07.007.

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27

Dowrick, D. J. "Hysteresis loops for timber structures." Bulletin of the New Zealand Society for Earthquake Engineering 19, no. 2 (1986): 143–52. http://dx.doi.org/10.5459/bnzsee.19.2.143-152.

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This paper reviews experimentally determined hysteresis loops for timber structures, including moment-resisting joints with (i) steel and (ii) plywood side plates, (iii) shear walls clad with various materials, and (iv) push-pull tests on various connection details. The paper compares bending and push-pull hysteresis loops for nailed steel side-plate joints. An attempt is made to classify the above hysteretic behaviour for analytical purposes, and the available computer models are reviewed for applicability to these hysteresis shapes.

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28

Kovarova, Barbora. "Spatial Prefabrication in Timber Structures." IOP Conference Series: Materials Science and Engineering 471 (February 23, 2019): 032053. http://dx.doi.org/10.1088/1757-899x/471/3/032053.

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29

Schober, Kay-Uwe, and Thomas Tannert. "Hybrid connections for timber structures." European Journal of Wood and Wood Products 74, no. 3 (2016): 369–77. http://dx.doi.org/10.1007/s00107-016-1024-3.

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30

Malo, K. A., J. Siem, and P. Ellingsbø. "Quantifying ductility in timber structures." Engineering Structures 33, no. 11 (2011): 2998–3006. http://dx.doi.org/10.1016/j.engstruct.2011.03.002.

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31

Gales, John, and Robert McNamee. "Fire research for timber structures." Fire and Materials 47, no. 4 (2023): 413–14. http://dx.doi.org/10.1002/fam.3140.

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32

Vieux-Champagne, F., Y. Sieffert, S. Grange, et al. "Experimental Analysis of a Shake Table Test of Timber-Framed Structures with Stone and Earth Infill." Earthquake Spectra 33, no. 3 (2017): 1075–100. http://dx.doi.org/10.1193/010516eqs002m.

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The seismic performance of timber-framed structures filled with stones and earth mortar has been analyzed by introducing the structural subscales (cell, wall, house) at which monotonic and cyclic loadings were considered. This article aims to present the dynamic behavior of a house as determined through shaking table tests. Based on this experimental multiscale analysis, this paper confirms that timbered masonry structures offer effective seismic resistance; moreover, such a comprehensive analysis helps enhance understanding of the seismic-resistant behavior of timber-framed structures with in

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33

Peretyatko, Bohdan, and Bohdan Bilinsky. "INCREASING THE FIRE RESISTANCE OF TIMBER STRUCTURES AND BUILDINGS USING MODEL TESTS WITH FIRE RETARDANTS." Theory and Building Practice 2022, no. 2 (2022): 1–6. http://dx.doi.org/10.23939/jtbp2022.02.001.

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Today, an urgent problem in modern construction is the development of highly functional fire-resistant solutions to protect the timber from destruction and the effect of fire on it, which are characterized by the high efficiency of the penetration of these solutions into the middle of the timber, the durability of their protection and operational properties to ensure the longevity of the operation of timber structures. One of these fire-resistant solutions is a solution invented on the basis of the method of impregnation of timber based on area. In this work, we provide an analysis of modern m

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34

Makay, Dorottya, and Emese Olosz. "Research, Planning and Interventions Guide for Historic Roof Structures with Baroque Character." Advanced Materials Research 133-134 (October 2010): 1065–70. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.1065.

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Historic structures generally and historic timber (roof) structures especially are not included into structural engineering curricula, in Romania. Roof structures and timber structures in general were also for a long time totally absent from all from construction and architecture university and craftsmen tuition curricula. The information gathered by dedicated professionals should be offered to young professionals, or those seeking specialisation in built heritage conservation, in a structured way: guidelines / handbooks, to prevent non-professional approaches. The Guide is to be finished in 2

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35

Machado, José S. "In Situ Evaluation of the Reference Properties of Structural Timber Members. Use of Available Tools and Information." Advanced Materials Research 778 (September 2013): 137–44. http://dx.doi.org/10.4028/www.scientific.net/amr.778.137.

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Survey of existing timber structures often includes the need to allocate mechanical properties to structural timber members. This task has to take into account the huge variability of timbers properties (within and between species), characteristic that differentiates this material from other structural materials (e.g. concrete and steel). For many decades, and still now, the application of visual strength standards is the main or only procedure used for this task. Despite the large number of other non and semi-destructive technique developed their regular application to in situ assessment of t

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36

Boytemirov, Farid A., Dmitry D. Koroteev, and Makhmud Kharun. "Design of Timber Single-Span Beam with Steel Reinforcement." Materials Science Forum 972 (October 2019): 111–17. http://dx.doi.org/10.4028/www.scientific.net/msf.972.111.

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Vital problem, occurring in the operation process of structures such as timber beams, is the increase of their bearing capacity and span length with keeping their height. One of the possible ways to solve this problem is steel reinforcement of such structures. The aim of the research work is to show possibility of increasing bearing capacity of single-span reinforced timber beams and develop the main points of calculation and design of such structures. The beam is reinforced symmetrically by 2 rods d28 with both sides with Ar=24.63 cm2 (4d28 A300). The reinforcement is placed in compressed and

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37

Stojic, Dragoslav. "Proposition of a model for the limit state of rupture of timber structures." Facta universitatis - series: Architecture and Civil Engineering 3, no. 1 (2004): 109–20. http://dx.doi.org/10.2298/fuace0401109s.

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This paper deals with a general state of European norms for timber structures, according to "Eurocode 5: Design of timber structures, part 1.1 General rules and rules for buildings ", together with the following European norms EN. The concept of design of timber structures, according to limit states and Eurocode 5 (EC5). draft is briefly shown. In some areas a comparative analysis of EC5/JUS/DIN norm is given. The paper contains the proposition of the possible model for limit state of rupture of the timber structures during bending and eccentric stress.

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38

Zhou, Qiang, and Bai Tao Sun. "Study on the Earthquake Resistant Capability of Brick-Timber Structure." Applied Mechanics and Materials 405-408 (September 2013): 1965–68. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.1965.

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The brick-timber structures have a long history and are still used widely in Chinese rural area at present. A large amount of structures were damaged in Wenchuan earthquake occurred on May 12, 2008, and the brick-timber structures in different intensity regions were investigated in detail. Based on the investigate data of Wenchuan earthquake and other previous seismic data, the typical damage of brick-timber structures are summarized and the earthquake resistant design methods and research status are discussed, the earthquake resistant capability of brick-timber structure are also analyzed. Co

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39

Buncic, Sanja. "Durability of mass timber: managing moisture effectively." Structural Engineer 102, no. 7 (2024): 18–22. http://dx.doi.org/10.56330/yrrv8005.

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The durability of mass timber structures is greatly influenced by the extent to which the timber is exposed to moisture. Understanding the conditions in which moisture ingress, and associated biological agents, can become a problem and designing with durability in mind can ensure the long-term performance and resilience of mass timber structures. This article provides an introduction to moisture management in mass timber structures, including key design, site-handling and installation principles that will help to ensure longevity.

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40

Zang, Xiaowei, Wei Liu, Dali Wu, et al. "Contemporary Fire Safety Engineering in Timber Structures: Challenges and Solutions." Fire 7, no. 1 (2023): 2. http://dx.doi.org/10.3390/fire7010002.

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As environmental conservation and sustainability gain prominence globally, modern timber structures are receiving increased focus. Nonetheless, the combustible nature of timber raises significant fire safety concerns. This review explores the recent advancements in fire safety engineering for timber structures, emphasizing both contemporary high-rise buildings and historical timber constructions. It covers topics like inherently safer design principles, fire risk prediction, and evacuation methodologies. The review emphasizes the criticality of selecting suitable materials, structural design,

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41

Gomon, Petro, and Mykola Polishchuk. "DEFLECTIONS OF REINFORCED AND NON-REINFORCED BEAMS OF RECTANGULAR SECTION OF GLUED WOOD." Modern structures of metal and wood, no. 26 (July 2022): 88–96. http://dx.doi.org/10.31650/2707-3068-2022-26-88-96.

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The dynamic development and distribution of glued timber structures in construction predetermine their comprehensive study. The issue of increasing the load capacity of such structures using reinforcement is also relevant. The reinforcing of timber elements using steel reinforcement is more researched, but recent studies have shown good use of synthetic fiber-based composites as reinforcement for timber structures

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42

Kuklík, Petr, Anna Kuklíková, and Anna Gregorová. "Timber-Concrete Composite Structures with Semi-Rigid Connections." Key Engineering Materials 677 (January 2016): 282–87. http://dx.doi.org/10.4028/www.scientific.net/kem.677.282.

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This paper deals with behavior of timber-concrete composite structures with mechanical connection systems. The paper is focused to two different connection systems: using dowel-type fasteners and using special surface connector. Behavior of dowel-type connection system is based on modification of Johansen ́s equations valid for timber to timber connections. Behavior of connection system with special surface connector is evaluated by experiments and numerical simulations.

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43

Fernando, Dilum, JG Teng, Joseph Gattas, and Michael Heitzmann. "Hybrid fibre-reinforced polymer–timber thin-walled structural members." Advances in Structural Engineering 21, no. 9 (2017): 1409–17. http://dx.doi.org/10.1177/1369433217739709.

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The increasing interest in timber as a sustainable construction material has led to the development of a new type of structures referred to as ‘hybrid fibre-reinforced polymer–timber thin-walled structures’. In these structures, thin layers of fibre-reinforced polymer are combined with timber veneers to create high-performance, lightweight and easy-to-construct structural members. This new type of structural members harnesses the orthotropic properties of both timber and fibre-reinforced polymer by appropriately orientating material fibre directions for optimal composite properties as well as

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44

Corti, Laura, and Giovanni Muciaccia. "NUMERICAL MODELING OF TIMBER‐STEEL HYBRID STRUCTURES: CHALLENGES AND INNOVATIVE STRATEGIES." ce/papers 7, no. 1-2 (2024): 92–101. http://dx.doi.org/10.1002/cepa.3026.

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AbstractThe increasing diffusion of timber as a structural material asks for major detailing concerning numerical modelling; timber is commonly used with other construction materials in order to create hybrid structures exploiting each material's strengths and smoothing less efficient features. In this way – combining timber and steel – structural performances are guaranteed while lightness and sustainability of only‐timber structures are maintained. Some specific issues linked to timber material – e.g., orthotropic behaviour – and contact with steel are specifically addressed, exploring diffe

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45

Stojic, Dragoslav, and Radovan Cvetkovic. "Design of connections in composite timber-concrete structures." Facta universitatis - series: Architecture and Civil Engineering 4, no. 2 (2006): 127–38. http://dx.doi.org/10.2298/fuace0602127s.

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This work deals with composite timber concrete structures. By combining timber and concrete in new type of composite material and using the best properties both materials, the high tensile strength of a timber and the high compressive strength of a concrete, depending of different building conditions we can find a lot o reasons for decision to apply this type of the structure in comparison to concrete or steel structure. Here, design methods and procedures for determination of load bearing capacity bar shaped connectors (fasteners) very often used as element connecting timber and concrete in c

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46

Vallelado Cordobés, Patricia, Roberto Martínez, Gamaliel López, Álvaro Iglesias Pordomingo, and Luis Alfonso Basterra. "Construction and performance of a 1:2 scale timber structure under standardized load tests." Maderas. Ciencia y Tecnología 27 (March 21, 2025): e2025. https://doi.org/10.22320/s0718221x/2025.20.

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Timber’s growing prominence in both new construction and heritage rehabilitation demands reliable methods to evaluate structural safety. However, most current load-testing protocols target concrete and overlook key timber-specific characteristics such as creep, delayed deflection, and service classes. This study addresses these gaps by investigating a 1:2 scale two-story timber prototype subjected to monotonic (UNE-EN 380) and cyclic (DAfStb) load tests. A comprehensive array of sensors captured time-dependent deflections and post-unloading recovery, revealing pronounced creep effects and high

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47

Zhao, Kai, Zhedong Ge, Liangliang Huo, Yisheng Gao, Yucheng Zhou, and Zhihao Yao. "Application progress and prospect of defect detection technology for timber structure members." Дефектоскопия, no. 4 (June 6, 2024): 56–73. http://dx.doi.org/10.31857/s0130308224040061.

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Timber buildings show the exquisite skills of craftsmen in China. Under the influence of nature and human activities, damage and destruction of ancient timber structures lead to the loss of China’s cultural heritage. Therefore, it is particularly important to study the existing defect detection methods of timber members and provide excellent restoration plan for the preservation of timber structures. Defects of timber structure members were found to consist mainly of cracking, decay, insect-attack, bending and pullout of tenons, etc. These defects are the main factors that affect the mechanica

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48

Ma, Jian, Weidong Yan, Guoqi Liu, Shiyu Xing, Siqi Niu, and Tong Wei. "Complex Texture Contour Feature Extraction of Cracks in Timber Structures of Ancient Architecture Based on YOLO Algorithm." Advances in Civil Engineering 2022 (August 23, 2022): 1–13. http://dx.doi.org/10.1155/2022/7879302.

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Deep learning has achieved good results in the crack detection of roads and bridges. However, the timber structures of ancient architecture have strong orthotropic anisotropy and complex microscopic structures, and the law of cracks development is extremely complex. The image data has a large proportion of pixels, which is obviously different from the background gray value, and there is timber grain noise, thus the existing methods cannot accurately extract the complex texture contour feature of cracks. In previous studies, we have verified that YOLO v5s is effective in crack detection in timb

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49

Sisi, Li, and Zhou Xun. "The progress in repair research of ancient timber structure." E3S Web of Conferences 283 (2021): 01012. http://dx.doi.org/10.1051/e3sconf/202128301012.

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Ancient architecture carries Chinese culture, which is helpful to understand the tradition. Timber structure is the main structure of ancient Chinese buildings, and most of the ancient timber structures have been overserved and have been damaged to varying degrees. Although timber structure is made of convenient materials, its low strength and vulnerability to corrosion increase the difficulty of the protection of ancient buildings, so the restoration of ancient buildings is imminent. Through literature research, this paper summarized the repair principles and reinforcement methods, and analyz

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Liu, Rui, Mu Yi Hou, Xiao Liu, and Ru Heng Wang. "Analysis on Seismic Damage of Timberwork Building and Reinforcement." Advanced Materials Research 671-674 (March 2013): 1390–93. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.1390.

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Abstract:

In this paper, the timber structure buildings in the quake damage situation has been summarized. Analysis the rules and characteristics of ancient timber structures in seismic damage. Put forward basic methods for ancient timber structures in strengthening.In order to provides basis and method for timberwork seismic repair or reinforcement.

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