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Relevant bibliographies by topics / Composite floor

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Academic literature on the topic 'Composite floor'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Composite floor"

1

Leing, Chuen Keit, Anwar Mohammed Parvez, and Wael Elleithy. "Effects of Footfall Induced Vibrations on Concrete and Composite Floors." Applied Mechanics and Materials 802 (October 2015): 155–60. http://dx.doi.org/10.4028/www.scientific.net/amm.802.155.

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This paper investigates the effects of footfall induced vibrations on the floors of a 3-storey sub-frame structure. Composite and concrete floors were examined. Variables involved are floor widths, floor thicknesses, floor aspect ratios and column heights. Models are generated and analysed using the finite element method. The vibration responses were represented in terms of displacements and accelerations. Results show that higher vibration responses occurs on longer floor widths, thinner floor slabs and higher floor aspect ratios for both composite and concrete floors.

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Li, Chunbao, Gaojie Li, Rangang Yu, Xiaosong Ma, Pengju Qin, and Xukai Wang. "Study on Mechanical Properties of Multi-Cavity Steel–Concrete Composite Floor." Applied Sciences 10, no. 23 (2020): 8444. http://dx.doi.org/10.3390/app10238444.

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This paper proposes a novel multi-cavity steel–concrete composite floor. The mechanical properties of multi-cavity steel–concrete composite floor were studied by static load test. Based on full-scale tests on 2500 × 1000 × 120 mm multi-cavity steel–concrete composite floors, the bearing capacity and failure characteristics of the composite floor were analyzed. Compared with the existing prefabricated floor, the reliability of the test was verified by finite element simulation. The influence of steel plate material thickness, floor thickness, cavity size and span on the mechanical properties of

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3

Ghindea, Cristian Lucian, Dan Cretu, Monica Popescu, Radu Cruciat, and Elena Tulei. "On-Site Experimental Testing to Study the Vibration of Composite Floors." Key Engineering Materials 601 (March 2014): 231–34. http://dx.doi.org/10.4028/www.scientific.net/kem.601.231.

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As a general trend, in order to reduce material consumption or to reduce the mass of the structures, composite floor slabs solutions are used to achieve large spans floor slabs. This solutions led to floors sensitive to vibrations induced generally by human activities. As a verification of the design concepts of the composite floors, usually, it is recommended a further examination of the floor after completion by experimental tests. Although the experimental values of the dynamic response of the floor are uniquely determined, the processing can take two directions of evaluation. The first dir

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Gattesco, Natalino, and Lorenzo Macorini. "Structural Performance of Old Composite Floors Made up of Wrought Iron Joists and Masonry Vaults." Applied Mechanics and Materials 796 (October 2015): 13–24. http://dx.doi.org/10.4028/www.scientific.net/amm.796.13.

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In this paper the behaviour of old floors made up of wrought iron beams supporting shallow masonry vaults is analysed. The performance of this structural system, which was extensively used in Europe in the XIX century, has been only marginally investigated thus far. Very few studies on masonry-iron composite floors are available in the literature, where the role played by the physical interaction between the vaults and the metallic profiles has yet to be fully understood. When assessing historical buildings with floors characterised by the analysed floor system, a realistic estimate of this in

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Caldová, Eva, František Wald, and Anna Kuklíková. "Fire Test of Timber-fibre Concrete Composite Floor." Journal of Structural Fire Engineering 6, no. 2 (2015): 147–54. http://dx.doi.org/10.1260/2040-2317.6.2.147.

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The subject of this paper is a description of experimental programme of timber-fibre concrete floor in fire. Furnace test was performed on one full-size floor specimen at the Fire testing laboratory PAVUS. Floor specimen was 4, 5 m long and 3 m wide, consisting of 60 mm fibre concrete topping on plywood formwork, connected to GL beams. It was subjected the standard fire for over 150 min. The membrane effect of the floor was progressively activated and the fire performance of timber-fibre concrete floor was better comparing to traditional design method. The project is a part of the experimental

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Bazarchi, Ehsan, Yousef Hosseinzadeh, and Parinaz Panjebashi Aghdam. "Investigating the in-plane flexibility of steel-deck composite floors in steel structures." International Journal of Structural Integrity 9, no. 5 (2018): 705–20. http://dx.doi.org/10.1108/ijsi-02-2018-0010.

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Purpose It is common practice in structural engineering to assume floor diaphragms infinitely stiff in their own plane. But, most of the code provisions lack clarity and unity in categorising floor diaphragms and discussing their behaviour based on the seismic response of the structures. Besides, although many of these code provisions have presented simple techniques and formulations for determining the level of flexibility in floor diaphragms, the implementation of these techniques on more complex floor systems such as the steel-deck composite floors is still under question. The paper aims to

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7

Hu, Nan, Xian Jun Li, Yi Qiang Wu, Xin Gong Li, and Zhi Cheng Xue. "Preliminary Research on Manufacturing Technology of Thin Bamboo Veneer Consolidated Composite Floor." Advanced Materials Research 503-504 (April 2012): 74–77. http://dx.doi.org/10.4028/www.scientific.net/amr.503-504.74.

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In this paper, the new bamboo-based consolidated composite floors were fabricated with thin bamboo veneers which used as decoration layers, wear resistant layers, high density fiberboards and equilibrium layers through assembling and scuffing. The effect rules of the composite floor on properties were preliminarily studied by three factors: hot-pressing temperature, pressure and time. The results showed that the wear resistance and surface bond strength of the thin bamboo veneer consolidated composite floor significantly increased with the rise of hot-pressing temperature. In the scope of reso

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HASSAN, O. A. B., and U. A. GIRHAMMAR. "ASSESSMENT OF FOOTFALL-INDUCED VIBRATIONS IN TIMBER AND LIGHTWEIGHT COMPOSITE FLOORS." International Journal of Structural Stability and Dynamics 13, no. 02 (2013): 1350015. http://dx.doi.org/10.1142/s0219455413500156.

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In this paper, the footfall-induced vibrations in typical timber and lightweight composite floors in residential buildings are investigated. The two-floor structures have approximately comparable distributed mass and that the transverse flexural stiffnesses of the two structures are not substantially different. An analysis is carried out to assess the floor acceptability of the two structures, based upon derived expressions as well as some design codes and guidelines such as the Eurocode. For the analysis, two cases are considered for each floor structure: a composite action and noncomposite a

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9

Yu, Yunlong, Bo Wei, Yong Yang, Yicong Xue, and Hao Xue. "Experimental study on flexural performance of steel-reinforced concrete slim floor beams." Advances in Structural Engineering 22, no. 11 (2019): 2406–17. http://dx.doi.org/10.1177/1369433219841917.

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In long-span floors, the use of composite slim floor beams can effectively improve the flexural stiffness and flexural capacity of the floor system. In order to strengthen the stiffness of the composite slim floor beams and achieve better fire resistance, an innovative steel-reinforced concrete slim floor beams is presented in this article. To investigate the flexural performance of the steel-reinforced concrete slim floor beams, static loading experiments were carried out on six specimens. The parameters of the test were the height of slim floor beams and the type and size of steel shape in t

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Baleshan, Balachandren, and Mahen Mahendran. "Experimental study of light gauge steel framing floor systems under fire conditions." Advances in Structural Engineering 20, no. 3 (2016): 426–45. http://dx.doi.org/10.1177/1369433216653508.

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Cold-formed steel members can be assembled in various combinations to provide cost-efficient and safe light gauge floor systems for buildings. Such light gauge steel framing floor systems are widely accepted in industrial and commercial building construction. Light gauge steel framing floor systems must be designed to serve as fire compartment boundaries and provide adequate fire resistance. Floor assemblies with higher fire resistance rating are needed to develop resilient building systems for extreme fire events. Recently, a new composite panel system based on external insulation has been de

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Dissertations / Theses on the topic "Composite floor"

1

Leiper, Thomas M. "Long span composite floor system design." Thesis, Imperial College London, 1990. http://hdl.handle.net/10044/1/46410.

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2

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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Peña-Ramos, Carlos Enrique 1962. "CONCRETE PONDING EFFECTS IN COMPOSITE FLOOR SYSTEMS." Thesis, The University of Arizona, 1987. http://hdl.handle.net/10150/276421.

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Abu, Anthony Kwabena. "Behavious of composite floor systems in fire." Thesis, University of Sheffield, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.500262.

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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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Madros, Mohd Shahreen Zainooreen Bin. "The structural behaviour of composite stub-girder floor systems." Thesis, University of Cambridge, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.253823.

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Cameron, Neil. "The behaviour and design of composite floor systems in fire." Thesis, University of Edinburgh, 2003. http://hdl.handle.net/1842/2127.

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Modern composite steel frame structures possess a high degree of redundancy. This allows them to survive extreme fires without collapse as there are many alternative loadpaths which can be used to transfer load away from the fire affected part of the structure as demonstrated in the Broadgate fire. Subsequent tests carried out on the Cardington frame showed that it was not necessary to apply fire protection to all steel beams. It was possible to leave selected secondary beams without fire protection. In the event of a fire this results in large deflections due to thermal expansion and material

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Goodfellow, Nathan. "Behaviour of Composite Floor Cellular Steel Beams in Fire Situations." Thesis, University of Ulster, 2010. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.525224.

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9

Lam, Dennis. "Composite steel beams using precast concrete hollow core floor slabs." Thesis, University of Nottingham, 1998. http://eprints.nottingham.ac.uk/11350/.

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The main aim of this thesis is to develop an insight into the behaviour of composite floors that utilise steel beams acting in combination with precast concrete hollow core floor slabs and to produce design recommendations for use by industry for this type of construction. Full scale bending tests of proprietary precast prestressed concrete hollow core unit floor slabs attached through 19mm diameter headed shear studs to steel Universal Beams (UB) have been carried out to determine the increased strength and stiffness when composite action is considered. The results show the bending strength o

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De, Silva Sandun S. "Vibration characteristics of steel-deck composite floor systems under human excitation." Queensland University of Technology, 2007. http://eprints.qut.edu.au/16538/.

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Steel-deck composite floor systems are being increasingly used in high-rise building construction, especially in Australia, as they are economical and easy to construct. These composite floor systems use high strength materials to achieve longer spans and are thus slender. As a result, they are vulnerable to vibration induced under service loads. These floors are normally designed using static methods which will not reveal the true behaviour and miss the dynamic amplifications resulting in inappropriate designs, which ultimately cause vibration and discomfort to occupants. At present the

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Books on the topic "Composite floor"

1

Steel Construction Institute (Great Britain), ed. Composite floor systems. Blackwell Science, 1998.

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2

Steel structures supporting composite floor slabs: Design for fire. CRC, 2001.

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3

Koenigshof, Gerald A. Performance and quality-control standards for composite floor, wall, and truss framing. U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1985.

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Koenigshof, Gerald A. Performance and quality-control standards for composite floor, wall, and truss framing. U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1985.

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5

Koenigshof, Gerald A. Performance and quality-control standards for composite floor, wall, and truss framing. U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1985.

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6

Koenigshof, Gerald A. Performance and quality-control standards for composite floor, wall, and truss framing. U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1985.

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7

Kissane, Robert J. Lateral restraint of non-composite beams. New York State Dept. of Transportation, Engineering Research and Development Bureau, 1985.

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8

Chaplin, R. G. Mixing and testing of cement: Sand floor screeds. Cement and Concrete Association, 1986.

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9

Newman, G. M. The fire resistance of composite floors with steel decking. Steel Construction Institute, 1989.

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10

Dharat, Ahmed A. Geballa El. The structural behaviour of composite reinforced concrete through floors. University of Salford, 1985.

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Book chapters on the topic "Composite floor"

1

Dujmović, Darko, Boris Androić, and Ivan Lukačević. "Hoesch Additive Floor." In Composite Structures According to Eurocode 4. Wiley-VCH Verlag GmbH, 2015. http://dx.doi.org/10.1002/9783433604908.ch22.

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2

Chang, Peng, Qian Feng Yao, and Aping Wang. "Crack Resistance Analyses on RC Composite Floor Slab." In Environmental Ecology and Technology of Concrete. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-983-0.637.

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3

Dujmović, Darko, Boris Androić, and Ivan Lukačević. "Fatigue Assessment for a Composite Beam of a Floor Structure." In Composite Structures According to Eurocode 4. Wiley-VCH Verlag GmbH, 2015. http://dx.doi.org/10.1002/9783433604908.ch24.

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4

Tigli, Omer F. "Human-induced Vibration Propagation on a Composite Floor System." In Civil Engineering Topics, Volume 4. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-9316-8_8.

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Pérez Caldentey, Alejandro, John Hewitt, John van Rooyen, Graziano Leoni, Gianluca Ranzi, and Raymond Ian Gilbert. "Case studies considering the influence of the time-dependent behaviour of concrete on the serviceability limit state design of composite steel-concrete buildings." In Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch7.

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<p>This chapter presents a number of case studies that deal with the service design of composite steel-concrete buildings associated with the time-dependent behaviour of the concrete. The particular focus of this chapter is to outline key design aspects that need to be accounted for in design and that are influenced by concrete time effects. The first case study provides an overview of the design considerations related to the time-dependent column shortening in typical multi-storey buildings by considering the layout of the Intesa Sanpaolo Headquarters in Turin as reference. The second case study focuses on a composite floor of a commercial building constructed in Australia and it provides an overview of the conceptual design used to select the steel beam framing arrangement to support the composite floor system while accounting for concrete cracking and time effects. The third case study deals with the Quay Quarter Tower that has been designed for the repurposing of an existing 50-year old building in Australia while accounting for the time-dependent interaction between the existing and the new concrete components of the building.</p>

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Chaudhari, Abhishek D., Pravin D. Dhake, Sudhanshu Pathak, and Vaishnavi Battul. "Seismic Appraisement of Building with Silt Floor Using Composite Column." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9162-4_11.

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Silva, Talita L., Isabel B. Valente, Joaquim Barros, Maria José Roupar, Sandra M. Silva, and Ricardo Mateus. "Thermal Performance of Steel and Fibre Reinforced Concrete Composite Floor." In RILEM Bookseries. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-76551-4_18.

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Rimshin, Vladimir, and Pavel Truntov. "Calculation and Strengthening of Reinforced Concrete Floor Slab by Composite Materials." In VIII International Scientific Siberian Transport Forum. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-37919-3_43.

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Jia, Ziwen, and Xuhong Zhou. "Experimental Study on Vibration Behavior of Cold-Form Steel Concrete Composite Floor." In Computational Structural Engineering. Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2822-8_78.

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Chawla, Himanshu, N. Chandramauli, and S. B. Singh. "Study of the Composite Action of FRP Floor Beams and RC Slab Under Flexural Loading." In Emerging Trends of Advanced Composite Materials in Structural Applications. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-1688-4_6.

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Conference papers on the topic "Composite floor"

1

Bailey, Breanna, and Anna Leija. "Floor Vibrations in Composite Floor Systems." In AEI 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480502.047.

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2

Hicks, Stephen, and Simo Peltonen. "Vibration Performance of Composite Floors Using Slim Floor Beams." In International Conference on Composite Construction in Steel and Concrete 2013. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479735.015.

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3

Swensson, Kurt D. "Low Floor-to-Floor Height Systems Using Composite Construction." In Composite Construction in Steel and Concrete IV Conference 2000. American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)14.

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4

Zaharia, Raul, and Olivier Vassart. "Fire Analysis of Slim Floor Systems using Cofradal Floor Units." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_206.

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Albero, Vicente, Ana Espinós, Enrique Serra, Manuel L. Romero, and Antonio Hospitaler. "Experimental study on the thermal behaviour of fire exposed slim-floor beams." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.8288.

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Steel-concrete composite beams embedded in floors (slim-floors) offer various advantages such as the floor thickness reduction or the ease of installation of under-floor technical equipment. However, this typology presents important differences in terms of thermal behaviour, as compared to other composite beams, when exposed to elevated temperatures. These differences are due to their special configuration, being totally contained within the concrete floor depth. Moreover, the current European fire design code for composite steel-concrete structures (EN 1994-1-2) does not provide any simplifie

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Boitnott, Richard L., and Edwin L. Fasanella. "Impact Evaluation of Composite Floor Sections." In General Aviation Aircraft Meeting and Exposition. SAE International, 1989. http://dx.doi.org/10.4271/891018.

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Vincent, Richard B., and D. J. Laurie Kennedy. "Composite Floor Trusses, Design Considerations and Practice." In Composite Construction in Steel and Concrete IV Conference 2000. American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)25.

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Hicks, Stephen, and Paul Devine. "Vibration Characteristics of Modern Composite Floor Systems." In Fifth International Conference on Composite Construction in Steel and Concrete. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40826(186)24.

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Sheehan, Therese, Xianghe Dai, Jie Yang, Kan Zhou, and Dennis Lam. "Flexural behaviour of composite slim floor beams." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6963.

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Composite slim floor beams comprise a steel section embedded in a concrete slab, offering the advantages of a steel-concrete composite structure combined with a reduced floor depth. Several mechanisms contribute to the shear connection in this type of beam, such as headed studs, friction and clamping effects and the using of reinforcement bars passing through holes in the steel beam web. However, to date, nobody has systematically identified these mechanisms and Eurocode 4 does not provide specific design guidance for slim floor beams. Hence, a series of shear beam tests and flexural beam test

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FARLEY, G. "Crash energy absorbing composite sub-floor structure." In 27th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1986. http://dx.doi.org/10.2514/6.1986-944.

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Reports on the topic "Composite floor"

1

Koenigshof, Gerald A. Performance and quality-control standards for composite floor, wall, and truss framing. U.S. Department of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1985. http://dx.doi.org/10.2737/se-gtr-33.

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2

Banerjee, Dilip K., and John L. Gross. A Study of Thermal Behavior of a Composite Floor System in Standard Fire Resistance Tests. National Institute of Standards and Technology, 2012. http://dx.doi.org/10.6028/nist.tn.1771.

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3

Keiser, J. R., B. Taljat, X. L. Wang, et al. Analysis of composite tube cracking in recovery boiler floors. Office of Scientific and Technical Information (OSTI), 1996. http://dx.doi.org/10.2172/383558.

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4

ANTI-COLLAPSE ANALYSIS OF UNEQUAL SPAN STEEL BEAM–COLUMN SUBSTRUCTURE CONSIDERING THE COMPOSITE EFFECT OF FLOOR SLABS. The Hong Kong Institute of Steel Construction, 2019. http://dx.doi.org/10.18057/ijasc.2019.15.4.8.

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5

BENDING BEHAVIOR OF COLD-FORMED STEEL–CONCRETE COMPOSITE FLOORS. The Hong Kong Institute of Steel Construction, 2019. http://dx.doi.org/10.18057/ijasc.2019.15.4.1.

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