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Journal articles on the topic 'Timber structures'

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Published: 4 June 2021
Last updated: 11 March 2023

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1

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

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2

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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3

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

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4

Žagar, Zvonimir. "Smart Timber Structures." IABSE Symposium Report 85, no. 11 (January 1, 2001): 31–35. http://dx.doi.org/10.2749/222137801796348313.

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5

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 (December 4, 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 hundred small-medium bridges for connecting 20 districts, 39 wards, and 197 villages using local materials such as local timbers. This laminating technology is not a new technology but the utilization of this technology for constructing the main bridges structures is challenging and limited to the implementation in the civil construction industrial sector. This study composed 2 types of the low-class quality (lcq) of timber materials (such as Shorea sp and Shorea peltata Sym) and 2 types of medium class-quality (mcq) ones (Dipterocarpus and Calophyllum) for constructing the main bridge structures. Based on the laboratory test results utilizing 80% of lcq materials and 20% mcq ones, these composite timber materials may increase the timbers MOE by 145% to 166% from the existing MOE value of the mcq solid timbers. Based on the simulations these laminated composites wooden bridge girders 2 x (70x20) m2, these timber materials have passed all the tests and the application of this technology may improve the lcq timber values and it could be used for an alternative material of the bridge girder's main structures.
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6

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 (April 1, 2017): 957–71. http://dx.doi.org/10.1007/s00107-017-1179-6.

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7

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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8

Vavrušová, Kristýna, and Antonín Lokaj. "Timber Structures Fire Resistance." Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series 10, no. 2 (January 1, 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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9

Kurz, Jochen H. "Monitoring of timber structures." Journal of Civil Structural Health Monitoring 5, no. 2 (April 9, 2014): 97. http://dx.doi.org/10.1007/s13349-014-0075-6.

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10

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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11

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

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12

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 (July 22, 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 atmospheric influences, etc. But foreign experience proves the contrary. The article is devoted to the implementation of new plank-nailed spans that meet current requirements of load capacity, reliability and durability.Materials and methods. The authors suggest and describe a new span structure. The span consists of planktimber- nailed-dowel blocks and a reinforced concrete slab generating a composite action. Some special crested shear connectors are suggested as combining elements. The top part works as flexible shear connectors in a reinforced concrete slab. The bottom part works as dowels with steel joints and timbers structures. The investigation of the stress-strain state of the structure has been completed within “compound beam” theory.Results. The application of the cast-in-place reinforced concrete slab allows to protect supporting timber structures against atmospheric influences, dirt, cracking from the sun rays, radiation and provides at least 50-year durability. The timber preservation provides a specified service life. The application of suggested connection with composite action between a reinforced concrete slab and supporting timber structures increases effectiveness of the composite timber concrete structure compared to steel and reinforced concrete structures. Trans-Baikal territory, Irkutsk and Arkhangelsk Regions, Khabarovsk Territory, the Republics of Sakha (Yakutia), Buriatia, Karelia are in the greatest need of the timber concrete composite spans, because they have a lot of forest resources and old timber bridges that are still in service.
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13

Horonjeff, R., and D. A. Patrick. "ACTION OF MARINE BORERS AND PROTECTIVE MEASURES AGAINST ATTACK." Coastal Engineering Proceedings 1, no. 2 (January 1, 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 gathered by various investigators on the conditions which have bearing on the presence of borers and the factors governing rate of destruction. Several methods of protecting timber structures from infestation are described and the costs compared.
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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 (December 19, 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 suppliers from nine countries, participant observations and secondary data were used to study the various relationship levels involved in timber construction projects. Triangulation and qualitative data analysis were also conducted. Three levels of relationships were then identified: “Contractual,” “Massive timber construction project” and “Massive timber construction industry development.” Results showed that timber structures involve value-added stakeholder relationships rather than linear relationships. These relationships appeared closer and more frequent and involved knowledge and information sharing. Furthermore, prefabricated systems allow for smoother relationships by limiting the number of stakeholders while promoting innovative thinking.
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15

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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16

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 (January 2009): 217–24. http://dx.doi.org/10.1080/13287982.2009.11465024.

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17

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

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18

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

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19

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 (October 2002): 417–25. http://dx.doi.org/10.1016/s0950-0618(02)00044-2.

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20

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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21

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

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22

Dowrick, D. J. "Hysteresis loops for timber structures." Bulletin of the New Zealand Society for Earthquake Engineering 19, no. 2 (June 30, 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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23

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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24

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

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25

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

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26

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 been concluded, namely the tenon pullout or tenon break-off, the pillar break-off, the pedestal slip and the retaining wall damage.
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27

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 and fire protection enhancing the longevity of timber structures. The obtained results were practically introduced for longevity enhancement of the timber structures in Ryazan Kremlin, Anglican Church in Archangel’sk City, Nikol’skaya Church (Lyavlya Village, Archangel’sk Region), in Yaroslavl’ Wooden Architecture Museum, Holy Trinity Sergius’ Lavra, in construction of individual housings in Moscow Region.
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28

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 zirconate titanate (PZT) patches on the surface of timber structures, and the time-reversal method is applied to denote the connection status of bolts in timber structures. The prestress loss index of timber structural bolts based on wavelet analysis is designed to quantify the bolt looseness of the timber structure. The experimental timber specimen was fabricated consisting of two timber panels, one bolt, and two PZT patches. One of the PZT patches acted as an actuator to emit the stress waves, and another one acted as a sensor to receive the stress wave propagating through the connection interface. The experimental results showed that the amplitude of the focused signal increases significantly with the increase of the prestress value of the bolts, which verify that the proposed method can be utilized to monitor the looseness of bolts in timber structures. The analysis results of the focused signal is proof that the prestress loss index of timber structural bolts designed based on wavelet analysis can reflect the looseness of timber structural bolts.
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29

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 the only known example of two adjacent monuments constructed at precisely the same time in British prehistory. It also informs comparisons between Holme II and other British timber circles and therefore helps develop interpretations. This paper suggests Holme II was a mortuary monument directly related to the use of Holme I.
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30

Vieux-Champagne, F., Y. Sieffert, S. Grange, C. Belinga Nko'ol, E. Bertrand, J. C. Duccini, C. Faye, and L. Daudeville. "Experimental Analysis of a Shake Table Test of Timber-Framed Structures with Stone and Earth Infill." Earthquake Spectra 33, no. 3 (August 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 infill. This paper also aids ongoing development of a numerical tool intended to predict the seismic-resistant behavior of this type of structure.
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31

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 (December 20, 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 methods of calculated tests regarding the quality of impregnation of timber structures and timber products made of timber with protective fire-resistant solutions (fire retardants), as well as the schemes of these model tests.
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32

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 timbers mechanical properties is still almost non-existent. The present paper discusses possible ways to use and combine information from visual grading standards and non and semi-destructive techniques to predict the reference properties of timber members in service. The discussion has in mind studies conducted over the last years and the information provided by different guidelines, standards or papers recently published.
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33

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 2010 as integrated part of the PhD thesis of structural engineer D. Makay, supervised by Professor B. Szabó: Transylvanian Baroque Roof Structures.
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34

Chan, Nicholas, Ashkan Hashemi, Pouyan Zarnani, and Pierre Quenneville. "Pinching-Free Connector for Timber Structures." Journal of Structural Engineering 147, no. 5 (May 2021): 04021036. http://dx.doi.org/10.1061/(asce)st.1943-541x.0002982.

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35

Steer, P. J. "EN1995Eurocode 5: Design of timber structures." Proceedings of the Institution of Civil Engineers - Civil Engineering 144, no. 6 (November 2001): 39–43. http://dx.doi.org/10.1680/cien.2001.144.6.39.

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36

Fajman, Petr, and Jiri Maca. "Historical Timber Structures with Selected Joints." Applied Mechanics and Materials 769 (June 2015): 25–28. http://dx.doi.org/10.4028/www.scientific.net/amm.769.25.

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Repairs of historical timber structures lead to connecting existing and new beams. The requirements for beam authenticity make use of older ways of connecting. The first type is the splice of beams in bending with the scarf joint, rafters and tie-beams are joined with the dovetail and, finally, the connection of the main joist with the strut is by the mortise carve.
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37

Jirka, Ondrej, and Karel Mikes. "Semi-rigid joints of timber structures." Pollack Periodica 5, no. 2 (August 2010): 19–26. http://dx.doi.org/10.1556/pollack.5.2010.2.2.

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38

Salatov, E. K., A. S. Bagay, and S. V. Belkina. "REINFORCING TIMBER STRUCTURES WITH COMPOSITE MATERIALS." Вестник Московского информационно-технологического университета - Московского архитектурно-строительного института, no. 1 (2021): 21–24. http://dx.doi.org/10.52470/2619046x_2020_1_21.

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39

Harris, Richard. "Design of timber gridded shell structures." Proceedings of the Institution of Civil Engineers - Structures and Buildings 164, no. 2 (April 2011): 105–16. http://dx.doi.org/10.1680/stbu.9.00088.

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40

Margetts, L. "The Conservation of Large Timber Structures." Australian Journal of Multi-Disciplinary Engineering 6, no. 1 (January 2008): 45–52. http://dx.doi.org/10.1080/14488388.2008.11464767.

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41

Duszyk, Iwona, and Wojciech Gilewski. "An Introduction to Timber Textile Structures." Procedia Engineering 91 (2014): 216–19. http://dx.doi.org/10.1016/j.proeng.2014.12.049.

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42

Harte, Annette M., and Keith Crews. "Special issue: Reinforcement of timber structures." Construction and Building Materials 97 (October 2015): 1. http://dx.doi.org/10.1016/j.conbuildmat.2015.08.144.

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43

Gilbert, Benoit P., Steven B. Hancock, Henri Bailleres, and Mohammed Hjiaj. "Thin-walled timber structures: An investigation." Construction and Building Materials 73 (December 2014): 311–19. http://dx.doi.org/10.1016/j.conbuildmat.2014.09.070.

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44

D'Aveni, Antonino, and Giuseppe D'Agata. "Post-tensioned timber structures: New perspectives." Construction and Building Materials 153 (October 2017): 216–24. http://dx.doi.org/10.1016/j.conbuildmat.2017.07.031.

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45

van de Kuilen, J. W. G. "Service life modelling of timber structures." Materials and Structures 40, no. 1 (October 18, 2006): 151–61. http://dx.doi.org/10.1617/s11527-006-9158-0.

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46

D'Ayala, Dina, and Hui Wang. "Conservation Practice of Chinese Timber Structures." Journal of Architectural Conservation 12, no. 2 (January 2006): 7–26. http://dx.doi.org/10.1080/13556207.2006.10784966.

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47

Branco, Jorge M., and Ivan Giongo. "Special issue on “existing timber structures”." International Journal of Architectural Heritage 12, no. 4 (April 30, 2018): 505–6. http://dx.doi.org/10.1080/15583058.2018.1453327.

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48

Natterer, Julius K. "New technologies for engineered timber structures." Progress in Structural Engineering and Materials 4, no. 3 (July 2002): 245–63. http://dx.doi.org/10.1002/pse.119.

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49

Colella, Micaela. "Structures, Algorithms and Stone/Timber Prototypes." Nexus Network Journal 19, no. 1 (July 25, 2016): 209–15. http://dx.doi.org/10.1007/s00004-016-0310-z.

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50

Bell, T. J. "Extended use of timber frame structures." Construction and Building Materials 6, no. 3 (January 1992): 153–57. http://dx.doi.org/10.1016/0950-0618(92)90009-n.

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