Relevant bibliographies by topics / Timber-concrete floors

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Timber-concrete floors'

Author: Grafiati
Published: 5 September 2021
Last updated: 29 July 2025

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Journal articles on the topic "Timber-concrete floors"

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Zhou, Jianhui, and Mohammad Hossein A. Jafari. "Impact sound insulation performance of mass timber floors." Journal of the Acoustical Society of America 155, no. 3_Supplement (2024): A241. http://dx.doi.org/10.1121/10.0027362.

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Mass timber floors are being used increasingly in both mass timber and hybrid timber buildings due to its dry and rapid construction. Bare mass timber structural slabs have relatively low impact sound insulation performance. Though certain floating floor assemblies on mass timber slabs can provide adequate single number ratings, such assemblies are mainly effective in the middle to high frequency range. This paper will provide an overview of the research on the impact sound insulation perforamnce of mass timber floors with exposed ceiling and floating floor assembies conducted at the Universti
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Zhou, Jianhui, and Zijian Zhao. "Apparent impact sound insulation performance of cross laminated timber floors with floating concrete toppings." INTER-NOISE and NOISE-CON Congress and Conference Proceedings 263, no. 1 (2021): 5203–15. http://dx.doi.org/10.3397/in-2021-3006.

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Mass timber buildings are gaining increasing popularity as a sustainable alternative to concrete and steel structures. Mass timber panels, especially cross-laminated timber (CLT), are often used as floors due to their dry and fast construction. CLT has poor impact sound insulation performance due to its lightweight and relatively high bending stiffness. Floating concrete toppings are often applied to increase both the airborne and impact sound insulation performance. However, the impact sound insulation performance of floating concrete toppings on CLT structural floors is affected by both the
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Kollár, László P., and Béla Kulcsár. "Vibration of floors supported by beams (part 1: single span floors)." Structural Engineer 91, no. 5 (2013): 34–41. http://dx.doi.org/10.56330/uzgv9322.

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Long-span (reinforced concrete, steel, composite, timber and timber-concrete) floors may show considerable vibration, which may disturb the occupants of such structures. The floor is often supported by columns and beams, which may reduce the natural frequency even in the range of human excitation. In this paper a model and simple explicit expressions are developed for the calculation of the natural frequency of plates, which take into account the deflections of the supporting beams. The floor is modelled as an orthotropic plate, while the effect of the supporting beams is taken into account ei
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Zhou, Jianhui, Chenyue Guo, Mohammad Hossein A. Jafari, and Brant York. "Vibroacoustic performance of a mass timber cassette floor through mock-up tests." Journal of the Acoustical Society of America 155, no. 3_Supplement (2024): A241. http://dx.doi.org/10.1121/10.0027363.

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Though cross laminated timber slab floors are being used increasingly in mass timber construction, solid mass timber slab floors are limited to short-to-medium span applications. The sound insulation performance of solid mass timber slab floors is often achieved through assemblies on the floor surface as exposed wood ceilings are often prefered by achitects and occupants. A mass timber cassete floor system has been recently designed and tested for its structural, vibrational and acoustical performance. This paper reports the vibroacoustic performance of the proprietary floor system through moc
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Shi, Benkai, Xuesong Zhou, Haotian Tao, Huifeng Yang, and Bo Wen. "Long-Term Behavior of Timber–Concrete Composite Structures: A Literature Review on Experimental and Numerical Investigations." Buildings 14, no. 6 (2024): 1770. http://dx.doi.org/10.3390/buildings14061770.

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Timber–concrete composite structure is a type of efficient combination form composed of concrete floors and timber beams or floors through shear connectors, and shows good application potential in the floor system of timber buildings. The long-term performance of the timber–concrete composite structures is complex and is affected by the creep of timber and concrete, as well as the long-term slip of the shear connectors. This article presents a comprehensive overview of the research status on the long-term behavior of timber–concrete composite members and different shear connectors. For the she
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Cvetkovic, Radovan, Nikola Velimirovic, Petar Knezevic, Aleksandar Radakovic, Milivoje Milanovic, and Nemanja Markovic. "Service life prediction of timber-concrete composite floors." Facta universitatis - series: Architecture and Civil Engineering, no. 00 (2023): 31. http://dx.doi.org/10.2298/fuace230630031c.

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Timber-concrete composite (TCC) systems have application for new floors and for upgrading and enhancing of existing timber floors in residential and office buildings. In order to develop the optimal maintenance programs of structures, it is essential to predict the performance of structures over their life-cycle. The long-term behavior of timber-concrete composite floors is influenced by a combination of various factors, including material properties, load distribution, moisture effects, temperature effects and durability considerations. Timber and concrete material in the composite system, ex
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Sartori, T., and R. Crocetti. "Prefabricated timber-concrete composite floors." European Journal of Wood and Wood Products 74, no. 3 (2016): 483–85. http://dx.doi.org/10.1007/s00107-016-1007-4.

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Tavoussi, Kamyar, Alireza Fadai, Felipe Riola-Parada, and Wolfgang Winter. "Development of Prefabricated Timber-Steel-Concrete Ribbed Decks." Applied Mechanics and Materials 887 (January 2019): 21–29. http://dx.doi.org/10.4028/www.scientific.net/amm.887.21.

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In the last years several projects of medium and high-rise timber-based multi-story buildings have been proposed and developed. In most of the cases timber-concrete composite (TCC) floors play a significant role for the design of the structural slabs due to acoustic performance, fire protection and structural issues. Within several research projects and with the aim to optimize the structural and ecological characteristics of building components the Department of Structural Design and Timber Engineering (ITI) at the Vienna University of Technology (TU Wien) developed timber-steel hybrid beams
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Karampour, Hassan, Farid Piran, Adam Faircloth, Nima Talebian, and Dane Miller. "Vibration of Timber and Hybrid Floors: A Review of Methods of Measurement, Analysis, and Design." Buildings 13, no. 7 (2023): 1756. http://dx.doi.org/10.3390/buildings13071756.

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Floor vibration, although not a safety concern, is a prevalent performance complaint in multi-story structures. With the increasing use of mass timber construction, various types of long-span timber floors (LSTFs), including plain cross-laminated timber (CLT), CLT with secondary beams (ribbed-deck), and hybrid systems such as timber–concrete composite (TCC) and CLT on-steel-support beams, are gaining popularity. However, due to limited knowledge regarding their vibration characteristics and acceptance criteria, these construction types are often overlooked during the design stage by architects
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Martins, Carlos, Pedro Santos, Pedro Almeida, Luís Godinho, and Alfredo Dias. "Acoustic performance of timber and timber-concrete floors." Construction and Building Materials 101 (December 2015): 684–91. http://dx.doi.org/10.1016/j.conbuildmat.2015.10.142.

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Dissertations / Theses on the topic "Timber-concrete floors"

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Skinner, Jonathan. "Thin topping timber-concrete composite floors." Thesis, University of Bath, 2014. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.606665.

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A timber-concrete composite (TCC) combines timber and concrete, utilising the complementary properties of each material. The composite is designed in such a way that the timber resists combined tension and bending, whilst the concrete resists combined compression and bending. This construction technique can be used either in new build construction, or in refurbishment, for upgrading existing timber structures. Its use is most prolific in continental Europe, Australasia, and the United States of America but has yet to be widely used in the United Kingdom. To date, the topping upgrades used have
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O'Neill, James William. "The Fire Performance of Timber-Concrete Composite Floors." Thesis, University of Canterbury. Civil and Natural Resources, 2009. http://hdl.handle.net/10092/3912.

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Timber-concrete composite floors are a combination of timber joists and concrete topping, creating a flooring system to best utilise the advantages each material has to offer. Timber is used as the main tensile load bearing material due to its high strength-to-weight ratio, while concrete is used in floor slabs for its advantages in stiffness and acoustic separation. The strength of the system is dependent on the connection between timber and concrete, thus the connection must be strong, stiff, and economical to manufacture, to ensure that the flooring system is economically viable. This rese
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Hong, Kwan Eui Marcel. "Structural performance of nail-laminated timber-concrete composite floors." Thesis, University of British Columbia, 2017. http://hdl.handle.net/2429/62710.

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Nail-laminated timber-concrete composite (TCC) is a system composed of a nail-laminated timber (NLT) panel connected to a concrete slab through shear connections. When used as flexural elements such as floors, the concrete and NLT are located in the compression and tension zones, respectively. NLT panels, being constructed out of inexpensive lumber planks nailed on their sides, offer an economical advantage in mass-timber constructions that complement the structural and building physics advantages of TCC. However, the performance of nail-laminated TCC as well as efficient shear connectors for
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Churchill, C. E. "Direct and flanking transmission across timber concrete composite floors with cross laminated timber walls." Thesis, University of Liverpool, 2018. http://livrepository.liverpool.ac.uk/3021424/.

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Timber-concrete composite (HBV) floors are widely manufactured by many construction companies. Cross laminated timber (CLT) elements are an effective way to produce more homogenised timber building elements. In this thesis, the applicability of measurement-based prediction methods to calculate the apparent sound reduction index (R’) for these two types of elements was investigated. A prediction model using Statistical Energy Analysis (SEA) was developed and validated to calculate the airborne sound transmission of a HBV floor. There was additional complexity in modelling this floor system comp
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Skaare, Mathilde Korvald. "Vibrations in Composite Timber-Concrete Floor Systems." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for konstruksjonsteknikk, 2013. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-23327.

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Timber-concrete composite structures were originally developed for bridges and strengthening existing timber floors, but is today used extensively also in new buildings. The objective of this thesis was to look at the dynamic behavior of a timber-concrete composite system, where the concrete deck consisted of several prefabricated elements glued together. The shear connector used was a glued-in steel mesh, which had shown strong capacity in previous studies. The concrete was fibre reinforced concrete.A full-scale model was built in the laboratory, and the following tests were performed: A dyna
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Yeoh, David Eng Chuan. "Behaviour and Design of Timber-Concrete Composite Floor System." Thesis, University of Canterbury. Department of Civil and Natural Resources, 2010. http://hdl.handle.net/10092/4428.

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This Ph.D. thesis represents a summative report detailing research processes and outcomes from investigating the ultimate and serviceability limit state short- and long-term behaviour and design of timber-concrete composite floors. The project enables the realization of a semi-prefabricated LVL-concrete composite floor system of up to 15 m long using 3 types of connection. Design span tables which satisfy the ultimate and serviceability limit state short- and long-term verifications for this system form the novel contribution of this thesis. In quantifying the behaviour of timber-concrete
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Vaněk, Pavel. "Mateřská škola v Zubří." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240473.

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The final thesis „Kindergarten in Zubří“ is processed in the form design documentation for the construction. Kindergarten is designed for fifty children, part of the building is a large garden. It is a detached building with two floors. The surrounding terrain is slightly sloping. Kindergarten is located in a good walking distance from residential buildings in the town. The facility contains three class, the economic part, part of the leadership, part of the hobby activities, the public part. It is a masonry building based on the concrete strip foundations.
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Sauer, Vít. "Sportovní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371931.

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The content of the master´s thesis is new building sports hall of ball sports. This building has contains no cellar and three above-ground floors. In ground floor, there are playing area, changing rooms, relevant functional facilities including utility rooms. The first floor is completely reserved for spectators, there are tribune for sitting spectators, gallery for standing spectators, hygienic rooms and buffet for spectators. In the third floor, there are rooms for VIP spectators, briefing room, head office of sports hall including conference room, spaces for TV transmission, hygienic rooms
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Persaud, Richard Yajuvendra. "The structural behaviour of a composite timber and concrete floor system incorporating steel decking as permanent formwork." Thesis, University of Cambridge, 2008. https://www.repository.cam.ac.uk/handle/1810/252081.

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Rask, Fredrik. "Life Cycle Assessment and comparison of the climate impact of structural members and floor systems constructed in concrete, steel and timber." Thesis, KTH, Byggnadsmaterial, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-256506.

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In this report the climate impact is determined for some basic structural elements made in steel,>mber and concrete. The aim is to compare the climate impact of these three building materials byquan>fying the emissions related to the produc>on and construc>on of some typical structures.The comparison comprise two parts, were one is the comparison of members in bending,compression and tension and the other part is the comparison of a couple of floor structures.The emissions are determined through a Life Cycle Assessment, LCA. The members are comparedwith respect to their load bearin
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Books on the topic "Timber-concrete floors"

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Hodge, Brian. Building Your Straw Bale Home. CSIRO Publishing, 2006. http://dx.doi.org/10.1071/9780643093867.

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This practical guide is written especially for the owner-builder and provides step-by-step instructions supported by diagrams and photographs.
 It covers the construction process from site preparation through to foundations, concrete slabs, strip footings and stumps. Special techniques for straw bale construction and the integration of these techniques with those of conventional house building are also covered, including floors, timber wall-frames, ceilings and roof framing. Advice is offered on plumbing and electrical work in a straw bale house.
 Written with first-hand knowledge of
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Book chapters on the topic "Timber-concrete floors"

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Liu, MingYu. "Analytical and Numerical Analysis for the Vibrational Response of Timber-Concrete Composite Floor." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_1.

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AbstractThis study investigates the vibration characteristics of composite timber-concrete floor systems to provide a reliable benchmark for optimizing composite floor system designs. This paper uses the numerical and analytical methods for evaluation to support more detailed study results and to build a comprehensive model for future research. Through Strand7 and ABAQUS numerical finite element analysis, geometrical layout and beam material effects on the timber-concrete composite floor are thoroughly explored. Meanwhile, the analytical results are further compared with the analytical solutio
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Kuklík, Petr, Pavel Nechanický, and Anna Kuklíková. "Development of Prefabricated Timber-Concrete Composite Floors." In Materials and Joints in Timber Structures. Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7811-5_42.

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Iovane, G., M. Lombardi, P. Carbone, F. M. Mazzolani, and B. Faggiano. "Design of Steel Collar Connectors for Timber Concrete Composite Floors." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-62888-7_53.

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Shahnewaz, Md, Robert Jackson, and Thomas Tannert. "Experimental Investigations of Full-Scale Cross-Laminated Timber Concrete Composite Floors." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-0511-7_34.

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Juhasz, Tamas, Zoltan Orban, Attila Fulop, and Jeno Balogh. "Strengthening Historical Wood Structural Floors with Adhesive-Based Timber-Concrete Composites." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-87312-6_29.

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Cheraghi-Shirazi, Najmeh, Sardar Malek, Pablo Guindos, and Thomas Froese. "Predicting Effective Flexural Stiffness of Timber Concrete Composite Floors with Different Connection Systems." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-61539-9_6.

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Tsalkatidis, Themistoklis, and Mohand Morchid Alhussain. "Numerical Study of a Hybrid Timber–Concrete Floor System." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_115.

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AbstractThe presented research study investigates the structural behaviour and performance of a hybrid timber–concrete floor system. These hybrid systems have been proven to contribute to the reduction of the carbon footprint during the construction of a building. In the current paper, a series of numerical analysis have been conducted. A reference numerical model has been created based on a test specimen from the international literature, and the test results have been used for the calibration and validation of the numerical model. The hybrid floor system consists of a set of glulam beams tha
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Ferrier, Emmanuel, and Laurent  Michel. "High Performance Timber Concrete Floor Pannel Connected by Bonding." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-1972-3_48.

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Dalbiso, Alemayehu Darge, and Mohammad Haj Mohammadian Baghban. "Environmental Impact of Timber Concrete Composites: An Overview." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_52.

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AbstractIncreased attention toward a sustainable built environment has driven the construction industry to utilize new materials such as bio-based materials and composites as an alternative to conventional materials. Timber concrete composite (TCC) structural members address performance challenges of timber construction, offering improved stiffness, sound insulation, fire resistance, and reduced deflection and floor vibration compared to timber elements. Moreover, TCC structures are lighter and have a lower carbon footprint than conventional reinforced concrete elements. Extensive research has
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Fohl, François, Vlatka Rajčić, Viorel Ungureanu, et al. "Circular Manufacturing." In Springer Tracts in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-73490-8_4.

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AbstractCircular Manufacturing (CM), understood as CE strategies adopted in manufacturing, takes a key position in decoupling industry growth from environmental impacts. To achieve a transition into circular economy in construction, a clear view on the state-of-the art is crucial. Construction materials such as concrete, cross-laminated timber or steel have an environmental impact during their production and circularity is not always given. Knowing that the design phase of a product defines a big part of its overall environmental footprint, this chapter discusses CM principles and most commonl
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Conference papers on the topic "Timber-concrete floors"

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Leitner, Simon, Patrick Leitner, Hanna Madlmayr, Philipp Preinstorfer, and Wolfgang Fiel. "Thin concrete-timber-composite floors reinforced with basalt textile." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.3115.

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<p>Adding a reinforced concrete layer on top of timber floors, such as dowel beam ceilings (DBC), is a well-established method in retrofitting old buildings. However, the concrete layer thickness of 5- 7cm, which is driven by durability rather than strength requirements, comes with additional weight that typically implies supporting and strengthening measures of the existing structure. In this work, we investigate thin basalt textile-reinforced concrete (TRC) layers on top of a DBC to reduce the concrete mass and overall system height. This includes experimental investigations on two lar
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Lago, Fernanda Scussiato, and Ghasan Doudak. "FINITE ELEMENT-BASED EVALUATION OF WALKING-INDUCED VIBRATIONS IN TIMBER-CONCRETE COMPOSITE FLOORS." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0270.

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Chaboki, Hamidreza, Jianhui Zhou, and Thomas Tannert. "STEEL PLATE CONNECTIONS FOR TWO-WAY SPANNING CLT - CONCRETE COMPOSITE FLOORS." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0393.

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Chen, Yitu, Ulrike Dackermann, and Hamid Valipour. "DYNAMIC PERFORMANCE ASSESSMENT OF FULL-SCALE CLT AND CLT-CONCRETE COMPOSITE FLOORS." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0399.

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Mullner, Alex, and Alireza Fadai. "LONG-TERM BEHAVIOR OF NOVEL SOLID WOOD-CONCRETE-COMPOSITE FLOORS WITH COMBINED SHEAR CONNECTORS." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0191.

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Li, Yue, Yong Li, and Ying Hei Chui. "RELIABILITY EVALUATION OF TIMBER-CONCRETE COMPOSITE FLOOR SYSTEMS WITH RESPECT TO TIMBER SHEAR FAILURE." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0478.

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Bleicher, Achim, Tim Höltke, and Johannes Manfrecola. "Hybrid structures for tall buildings with hardwood LVL and concrete." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1927.

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<p>New fire design approaches enable innovative load-bearing and bracing concepts for tall buildings made of timber. As a renewable building material, timber in combination with concrete is currently setting new heights and at the same time offers a high CO2 saving potential. Usually, timber- concrete composite structures are mainly used in the floor slabs to ensure sound insulation and fire protection. This paper presents a newly developed beam-to-column joint for timber-concrete composite frames, which has been studied in terms of its ability to transfer bending moments, normal and she
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Sohier, Luc, Laurane Néron, and Benoît Hargot. "DPG MEDIA HEADQUARTERS IN AMSTERDAM: A SHOWCASE OF TIMBER-CONCRETE COMPOSITE FLOOR TECHNOLOGY." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0616.

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Hatachi, Kentaro, Wataru Nishimiya, Takuro Mori, et al. "CREEP BEHAVIOR OF CROSS-LAMINATED TIMBER-CONCRETE COMPOSITE FLOOR SYSTEM ON FIXED END CONDITION." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0436.

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Kim, Chae-Yeon, Min-Su Kang, Jong-Soo Choi, Jin-Won Shin, Kyong-Soo Yom, and Sung-Mo Choi. "FLEXURAL BEHAVIOR OF PROPOSED STEEL-TIMBER-CONCRETE COMPOSITE FLOOR SYSTEMS FOR MID-TO-HIGH-RISE BUILDINGS." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0192.

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