Log in

Relevant bibliographies by topics / Joist floor

Contents

Journal articles

Academic literature on the topic 'Joist floor'

Author: Grafiati

Published: 4 June 2021

Last updated: 16 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Joist floor.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Joist floor"

1

Shen, Yinlan, Haibin Zhou, Shuo Xue, and Jinchuan Zhang. "A Comparison on Numerical Simulation Models for Vibrational Performances of the Wood Truss Joist Floor System." Shock and Vibration 2021 (July 22, 2021): 1–18. http://dx.doi.org/10.1155/2021/5560554.

Full text

Abstract:

Wood truss joist floors are increasingly used to replace traditional solid timber joist floors in low-rise timber houses. An understanding of the vibration performance of wood truss joist floors is critical for the design and serviceability of the floors. It is difficult to model wood truss joist floors accurately because of the complicated boundary conditions and numerous sophisticated flexible connections. This paper discusses three simplified modeling methods for the wood truss joist floor system. The modeling results were validated by a series of static deflection tests and vibration modes

APA, Harvard, Vancouver, ISO, and other styles

2

Smith, Ian, and Ying Hei Chui. "Construction methods for minimizing vibration levels in floors with lumber joists." Canadian Journal of Civil Engineering 19, no. 5 (1992): 833–41. http://dx.doi.org/10.1139/l92-094.

Full text

Abstract:

The National Building Code of Canada 1990 specifies the allowable spans for lumber floor joists that are expected to lead to satisfactory vibrational behaviour. This paper discusses construction methods that improve the floor behaviour once the flooring and joists appropriate to a particular building occupancy have been selected. Laboratory tests on full-size floors demonstrate that adding between-joists bridging and supporting all four floor edges significantly improves the overall vibrational performance of wood floors. Bridging consisting of solid blocking glued to the underside of the floo

APA, Harvard, Vancouver, ISO, and other styles

3

Xue, Shuo, Zhanyi Zhang, Zhanyi Zhang, Haibin Zhou, and Yinlan Shen. "Effects of Strongbacks and Strappings on Vibrations of Timber Truss Joist Floors." Shock and Vibration 2021 (July 6, 2021): 1–13. http://dx.doi.org/10.1155/2021/6630719.

Full text

Abstract:

It is well known that the vertical vibrations of lightweight timber floors would cause discomfort to the occupants. As a new kind of flooring system, the metal-plate-connected timber truss joist floors were developed due to their larger spans and easier crossing of pipes and cables after sawn timber and I-joist floors. In this paper, the vibration modes and transfer functions of sixteen metal-plate-connected timber truss joist floors over a nominal span of 6 m were determined experimentally to measure the changes in vibration frequencies and transmissions obtained after the installation of str

APA, Harvard, Vancouver, ISO, and other styles

4

Foschi, Ricardo O., and Ashwani Gupta. "Reliability of floors under impact vibration." Canadian Journal of Civil Engineering 14, no. 5 (1987): 683–89. http://dx.doi.org/10.1139/l87-098.

Full text

Abstract:

Uncomfortable vibrations is a serviceability limit state that must be taken into account in the design of residential floors. A finite strip analysis of a floor system, previously developed for static loads, is extended to dynamic problems. This analysis is applied to the problem of transient vibrations set up by a footfall impact, considering two persons on the floor: an impacter and a receiver. The floor response at the receiver's location is utilized in conjunction with human vibration tolerance data to determine a floor dynamic rating. The variability in this rating is assessed as a functi

APA, Harvard, Vancouver, ISO, and other styles

5

Hadeed, Ali Farhan, Laith Khalid Al-Hadithy, and Riyadh J. Aziz. "Experimental Investigation on Behavior of Composite Open Web Steel Joists." Al-Nahrain Journal for Engineering Sciences 21, no. 3 (2018): 393–404. http://dx.doi.org/10.29194/njes.21030393.

Full text

Abstract:

The composite opened web steel joist supported floor systems have been common for many years. It is economic and has light weight and can embed the electrical conduit, ductwork and piping, eliminating the need for these to pass under the member, consequently eliminate the height between floors. In order to study the joist strength capacity under the various conditions, it had been fabricated seven joists composed of the steel and concrete slab connected to the top chord by shear connectors (headed studs). These joist have 2820 mm length c/c of the supports and 235 mm overall depth. In the pres

APA, Harvard, Vancouver, ISO, and other styles

6

Sultan, Mohamed A. "Fire Resistance of Wood Joist Floor Assemblies." Fire Technology 44, no. 4 (2008): 383–417. http://dx.doi.org/10.1007/s10694-007-0038-0.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

Warnock, Alf. "Prospects for a test procedure for rating floor toppings on joist floors." Journal of the Acoustical Society of America 112, no. 5 (2002): 2227. http://dx.doi.org/10.1121/1.4778810.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

Rainer, J. H., and J. C. Swallow. "Dynamic behaviour of a gymnasium floor." Canadian Journal of Civil Engineering 13, no. 3 (1986): 270–77. http://dx.doi.org/10.1139/l86-039.

Full text

Abstract:

Ten mode shapes, natural frequencies, and modal damping values have been measured for a steel-joist concrete-slab floor spanning 32.1 m. From ambient vibrations and steady-state shaker tests the frequency of the fundamental mode was determined to be 3.5 Hz, and the modal damping ratio to be approximately 1% of critical. A comparison of vibration criteria in Appendix G of CAN3-S16.1-M84 confirms satisfactory performance for walking, but for other rhythmic exercises disturbing vibrations developed. These occurred primarily at the forcing frequency of the exercises and not at floor resonance freq

APA, Harvard, Vancouver, ISO, and other styles

9

Philpot, Timothy A., David V. Rosowsky, and Kenneth J. Fridley. "Reliability of Wood Joist Floor Systems with Creep." Journal of Structural Engineering 121, no. 6 (1995): 946–54. http://dx.doi.org/10.1061/(asce)0733-9445(1995)121:6(946).

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Wisniewski, Benjamin, and Harvey B. Manbeck. "Residential Floor Systems: Wood I-Joist Creep Behavior." Journal of Architectural Engineering 9, no. 1 (2003): 41–45. http://dx.doi.org/10.1061/(asce)1076-0431(2003)9:1(41).

Full text

APA, Harvard, Vancouver, ISO, and other styles

More sources

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!