Analytical model tracing deformations in multistorey large timber panel building
Abstract
This paper deals with the deformation characteristics of wood-framed residential, small commercial and hotel buildings with sheathing. Recent building structures are based on large panel or modular technology, where elements in the form of diaphragms or modules are constructed in an industrial plant and then transported to the site for assembly. The document presents diagrams of building assembly and technologies for realization. The significant influence of excessive vertical deformations in multistorey wood-framed buildings on their performance and serviceability is underlined. These deformations are caused by different factors which are identified and analytically described. The paper outlines the analytically complex model for the evaluation and control of deformations in the design, construction and exploitation of multistorey wood-framed buildings. An example of the application of the proposed analytical model at the design stage concludes the paper.
Keyword : multistorey wood-framed building, prefabrication, shrinkage, vertical deformation, analytical model
How to Cite
Malesza, J., Miedzialowski, C., & Ustinovichius, L. (2019). Analytical model tracing deformations in multistorey large timber panel building. Journal of Civil Engineering and Management, 25(1), 19-26. https://doi.org/10.3846/jcem.2019.7738
This work is licensed under a Creative Commons Attribution 4.0 International License.
References
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Dong, J., & Sun, W. (2017). Internal co-seismic deformation and curvature effect based on an analytical approach. Earthquake Science, 30(1), 47-56. https://doi.org/10.1007/s11589-017-0176-5
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Jerónimo Silvestre, W., Antunes, P., & Leal Filho, W. (2018). The corporate sustainability typology: analysing sustainability drivers and fostering sustainability at enterprises. Technological and Economic Development of Economy, 24(2), 513-533. https://doi.org/10.3846/20294913.2016.1213199
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Kikolski, M. (2016). Identification of production bottlenecks with the use of plant simulation software. Economics and Management, 8(4), 103-112. https://doi.org/10.1515/emj-2016-0038
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Kretschmann, D. E. (1997). Effect of juvenile wood on shear parallel and compression perpendicular-to-grain. Quebec: USDA Forest Service, Forest Products Laboratory.
Leicester, R. H., Fordham, H., & Breitinger, H. (2011). Bearing strength of timber beams. In Proceedings of the CIB-W-18 (Paper 31-6-5). Danish Timber Information.
Malesza, J. (2017). Effective model for analysis of wood-framed timber structures. Archives of Civil Engineering, 63(2), 99-112. https://doi.org/10.1515/ace-2017-0019
Martin, Z., & Anderson, E. (2012). Multistory wood framed shrinkage effect on exterior deck drainage (A case study). Structure Magazine, (April), 33-36. https://www.structuremag.org/wp-content/uploads/C-StrucPractices-Martin-Apr121.pdf
Miedzialowski, C., & Malesza, M. (2006). Wood-framed with sheathing buildings; Bases of structure mechanics and construction problems. Studies in the Range of Engineering, 55. Edition of Bialystok University of Technology, Warsaw – Bialystok (in Polish).
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Neuhaus, H. (2004). Timber engineering handbook. Polish Technical Edition Rzeszów (in Polish).
Pang, W., & Rosowsky, D. V. (2009). Direct displacement procedure for performance-based seismic design of mid-rise wood-framed structures. Earthquake Spectra, 25(3), 583-605. https://doi.org/10.1193/1.3158932
Pei, S., van de Lindt, J. W., Wehbe, N., & Liu, H. (2013). Experimental study of collapse limits for wood frame shear walls. Journal of Structural Engineering, 139(9), 1489-1497. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000730
Ren, J., Deng, S., Jin, Z., Yang, J., & Liu, X. (2017). Energy method solution for the vertical deformation of longitudinally coupled prefabricated slab track. Mathematical Problems in Engineering, 2017, Article ID 8513240. https://doi.org/10.1155/2017/8513240
Sandovic, G., Juozapaitis, A., & Gribniak, V. (2017). Experimental and analytical investigation of deformations and stress distribution in steel bands of a two-span stress-ribbon pedestrian bridge. Mathematical Problems in Engineering, 2017, Article ID 9324520. https://doi.org/10.1155/2017/9324520
Simpson, W. T. (1999). Drying and control of moisture content and dimensional changes forest products laboratory. In Wood handbook – Wood as an engineering material. Forest Products Laboratory.
Strauss, A., Wan-Wendner, R., Vidovic, A., Zambon, I., Yu, Q., Frangopol, D. M., & Bergmeister, K. (2017). Gamma prediction models for long-term creep deformations of prestressed concrete bridges. Journal of Civil Engineering and Management, 23(6), 681-698. https://doi.org/10.3846/13923730.2017.1335652
Thompson, D. S. (2015). Wood works, Wood Product Council – Design example five-story wood-framed structure over podium slab. Lake Forest, Canada: STB Structural Engineers Inc.
Wallace, D. E., Cheung, K. C. K., & Williamson, T. (2005). Multistory wood framed construction in the USA. NZ Timber Design Journal, 7(2), 11-23.
Wang, Y., Rosowsky, D. V., & Pang, W. (2010). Performance-based procedure for direct displacement design of engineered wood-frame structures. Journal of Structural Engineering, 136(8), 978-988. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000188
Zhou, L., Ni, C., & Chui, Y. H. (2017). Testing and modeling of wood-masonry hybrid wall assembly. Journal of Structural Engineering, 143(2). https://doi.org/10.1061/(ASCE)ST.1943-541X.0001654
Blass, H. J., & Gorlacher, R. (2004). Compression perpendicular to grain. In 8th World Conference on Timber Engineering: WCTE 2004. Lahti. Finland.
Breyer, D. E. (1993). Design of wood structures (3rd ed.). New York: McGraw-Hill.
Burch, D. M., & Thomas, W. C. (1991). An analysis of moisture accumulation in a wood frame wall subjected to winter climate (Final Report, U.S. National Institute of Standard and Technology). Gaithersburg, MD.
Canada Mortgage and Housing Corporation (CMHC). (2003). Building technology – Wood-framed envelopes. Canada.
Chen, Z., Chui, Y. H., Ni, C., & Xu, J. (2014). Seismic response of midrise light wood-frame buildings with portal frames. Journal of Structural Engineering, 140(8). https://doi.org/10.1061/(ASCE)ST.1943-541X.0000882
Cheung, K. C. K. (2000). Multi story wood-framed construction. Western Wood Products Association, USA.
Dong, J., & Sun, W. (2017). Internal co-seismic deformation and curvature effect based on an analytical approach. Earthquake Science, 30(1), 47-56. https://doi.org/10.1007/s11589-017-0176-5
Dzbeński, W., & Kozakiewicz, P. (2004). Wood and wood derivatives used in timber structures. In Conference WPPK Ustroń, Bielsko-Biała, Poland (in Polish).
European Committee for Standardization (CEN). (2004). Design of Timber Structures. Part 1-1: General-Common Rules and Rules for Buildings (EN 1995-1-1).
Gunduz, M., & Yahy, A. M. A. (2018). Analysis of project success factors in construction industry. Technological and Economic Development of Economy, 24(1), 67-80. https://doi.org/10.3846/20294913.2015.1074129
Jerónimo Silvestre, W., Antunes, P., & Leal Filho, W. (2018). The corporate sustainability typology: analysing sustainability drivers and fostering sustainability at enterprises. Technological and Economic Development of Economy, 24(2), 513-533. https://doi.org/10.3846/20294913.2016.1213199
Jiang, W., Li, S., Luo, Y., Xu, S., Gong, J., & Tu, S. T. (2016). An analytical model to predict the equivalent creep strain rate of a lattice truss panel structure. Materials Science and Engineering A – Structural Materials Properties Microstructure and Processing, 661, 152-159. https://doi.org/10.1016/j.msea.2016.03.028
Kikolski, M. (2016). Identification of production bottlenecks with the use of plant simulation software. Economics and Management, 8(4), 103-112. https://doi.org/10.1515/emj-2016-0038
Korin, U. (2011). Timber in compression perpendicular to grain. In Proceedings of the CIB-W-18 (Paper 23-6-1). Danish Timber Information.
Kozakiewicz, P., & Krzosek, S. (2013). Engineering of wood materials. Warsaw: SGGW Edition (in Polish).
Kretschmann, D. E. (1997). Effect of juvenile wood on shear parallel and compression perpendicular-to-grain. Quebec: USDA Forest Service, Forest Products Laboratory.
Leicester, R. H., Fordham, H., & Breitinger, H. (2011). Bearing strength of timber beams. In Proceedings of the CIB-W-18 (Paper 31-6-5). Danish Timber Information.
Malesza, J. (2017). Effective model for analysis of wood-framed timber structures. Archives of Civil Engineering, 63(2), 99-112. https://doi.org/10.1515/ace-2017-0019
Martin, Z., & Anderson, E. (2012). Multistory wood framed shrinkage effect on exterior deck drainage (A case study). Structure Magazine, (April), 33-36. https://www.structuremag.org/wp-content/uploads/C-StrucPractices-Martin-Apr121.pdf
Miedzialowski, C., & Malesza, M. (2006). Wood-framed with sheathing buildings; Bases of structure mechanics and construction problems. Studies in the Range of Engineering, 55. Edition of Bialystok University of Technology, Warsaw – Bialystok (in Polish).
National Association of Home Builders Research Center (NAHB). (2002). Advanced panelized construction. Year one progress report. Prepared for Partnership for Advancing Technology in Housing (PATH). Washington D.C., USA.
Neuhaus, H. (2004). Timber engineering handbook. Polish Technical Edition Rzeszów (in Polish).
Pang, W., & Rosowsky, D. V. (2009). Direct displacement procedure for performance-based seismic design of mid-rise wood-framed structures. Earthquake Spectra, 25(3), 583-605. https://doi.org/10.1193/1.3158932
Pei, S., van de Lindt, J. W., Wehbe, N., & Liu, H. (2013). Experimental study of collapse limits for wood frame shear walls. Journal of Structural Engineering, 139(9), 1489-1497. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000730
Ren, J., Deng, S., Jin, Z., Yang, J., & Liu, X. (2017). Energy method solution for the vertical deformation of longitudinally coupled prefabricated slab track. Mathematical Problems in Engineering, 2017, Article ID 8513240. https://doi.org/10.1155/2017/8513240
Sandovic, G., Juozapaitis, A., & Gribniak, V. (2017). Experimental and analytical investigation of deformations and stress distribution in steel bands of a two-span stress-ribbon pedestrian bridge. Mathematical Problems in Engineering, 2017, Article ID 9324520. https://doi.org/10.1155/2017/9324520
Simpson, W. T. (1999). Drying and control of moisture content and dimensional changes forest products laboratory. In Wood handbook – Wood as an engineering material. Forest Products Laboratory.
Strauss, A., Wan-Wendner, R., Vidovic, A., Zambon, I., Yu, Q., Frangopol, D. M., & Bergmeister, K. (2017). Gamma prediction models for long-term creep deformations of prestressed concrete bridges. Journal of Civil Engineering and Management, 23(6), 681-698. https://doi.org/10.3846/13923730.2017.1335652
Thompson, D. S. (2015). Wood works, Wood Product Council – Design example five-story wood-framed structure over podium slab. Lake Forest, Canada: STB Structural Engineers Inc.
Wallace, D. E., Cheung, K. C. K., & Williamson, T. (2005). Multistory wood framed construction in the USA. NZ Timber Design Journal, 7(2), 11-23.
Wang, Y., Rosowsky, D. V., & Pang, W. (2010). Performance-based procedure for direct displacement design of engineered wood-frame structures. Journal of Structural Engineering, 136(8), 978-988. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000188
Zhou, L., Ni, C., & Chui, Y. H. (2017). Testing and modeling of wood-masonry hybrid wall assembly. Journal of Structural Engineering, 143(2). https://doi.org/10.1061/(ASCE)ST.1943-541X.0001654