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Relevant bibliographies by topics / Light steel frame buildings

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Journal articles

Academic literature on the topic 'Light steel frame buildings'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Light steel frame buildings"

1

Zhang, Zheng, Xue Feng Cai, Yong Chao Ma, and Ji Zhong Zhou. "Finite Element Analysis on Frame Structure of Light Steel Temporary Buildings." Applied Mechanics and Materials 351-352 (August 2013): 808–11. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.808.

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Light steel temporary building is commonly used in the construction site, with advantages on simple structure, repeat used and small deadweight. For light steel temporary structure building there are still not enough researches on the mechanical properties and mechanism of action, and there are still not enough relevant standards and requirements to conduct the design and construction of the buildings. In order to precede to theoretical study on frame structure of light steel temporary buildings a method by Finite Element Analysis was proposed. This method is based on FEA software, Ansys. Usin

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2

Cole, Eugene E., and Maryann T. Phipps. "Buildings." Earthquake Spectra 7, no. 2_suppl (1991): 41–48. http://dx.doi.org/10.1193/1.1585661.

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Damage to buildings was surprisingly light considering the severity of the April 22 event. Most buildings near the epicentral region are either light steel frame farming structures or small wood frame commercial and residential structures. Although some of these buildings were observed to have suffered partial or total collapse, the great majority of them were only lightly damaged.

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3

Cai, Xue Feng, Yong Chao Ma, Zheng Zhang, Ji Zhong Zhou, and Lei Xue. "Experimental Research on Frame Structure of Light Steel Temporary Buildings." Applied Mechanics and Materials 166-169 (May 2012): 450–53. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.450.

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Static tests were conducted on frame structure of light steel temporary buildings under wind load. The mechanical behavior and the deformation performance of the structure were investigated. A kind of new system of load distribution beams was applied, which imposed the horizontal loads to load points of columns and simulated the uniformly distributed wind load. The load-displacement curves and the strains of the columns were obtained. The performances of the light steel temporary building are summarized and discussed.

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4

Liang, De Zhi, and Xiao Juan Song. "Frequency Domain Analysis on Horizontal Wind-Induced Dynamic Responses of Light-Weight Steel Structures with Gabled Frames." Applied Mechanics and Materials 71-78 (July 2011): 3610–14. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.3610.

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Wind-induced dynamic responses of light-weight steel structures with gabled frames are significant because of their light weight, small stiffness and long natural period, according to Reference [1]. While the current "Technical specification for steel structure of light-weight buildings with gabled frames" (CECS102:2002) and "Lode code for the design of building structures” (GB50009-2001) generally don’t consider the wind-induced vibration influence of gabled frames. Based on rational model, the light-weight steel structure with gabled frame subjected to wind load is simulated by finite elemen

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5

Savenkov, Andrey, Evgeniy Zaenec, and Andrey Ketner. "CONCEALED FRAME MADE OF LIGHT STEEL THIN-WALLED STRUCTURES IN MONOLITHIC FOAM CONCRETE." Scientific Papers Collection of the Angarsk State Technical University 2021, no. 1 (2021): 134–37. http://dx.doi.org/10.36629/2686-7788-2021-1-1-134-137.

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The use of buildings frame elements formed from thin-walled unclosed profiles located in a monolith-ic foam concrete array is considered. This technical solution provides a number of advantages in comparison with the standard version of metal frames, including increasing the overall stability of lightweight profiles

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6

kumar, Udaya, and Dr Aravind Kumar B. Harwalkar. "Analysis of Retrofitted Cold Formed Steel Multistory Building Frame." International Journal of Innovative Technology and Exploring Engineering 10, no. 11 (2021): 29–39. http://dx.doi.org/10.35940/ijitee.k9468.09101121.

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The cold formed steel section are increasingly used as a structural elements in low rise buildings in recent times, due to the advantages like economic production, easy transportation, low labor cost and high strength to weight ratio. In the current work a G+3 storied building frame is studied for seismic and wind load using Staad-pro software. Light gauge section is taken for beam and slab elements. The seismic analysis is carried out by Equivalent static method. After analysis the results such as story displacement, story drift, Base shear and time period are compared for different models. T

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7

Zhang, Zheng, Xue Feng Cai, Yong Chao Ma, and Ji Zhong Zhou. "Experimental Research on Integral Structures of Mobile Steel Buildings." Applied Mechanics and Materials 578-579 (July 2014): 555–58. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.555.

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Static tests were conducted on a two-story mobile steel building under wind loads, and the building is made of two box units of steel frame structures with light composite wall panels. The mechanical behavior and the deformation properties of the structures were investigated. Based on the static equivalent principle, the lateral loads applied to load points of the top of the columns were imposed to simulate wind loads. The displacement values and the relative shifting values of the integral structures were received. The tests results show that the lateral deformations of the mobile buildings a

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8

Karafagka, Stella, Stavroula Fotopoulou, and Kyriazis Pitilakis. "Analytical tsunami fragility curves for seaport RC buildings and steel light frame warehouses." Soil Dynamics and Earthquake Engineering 112 (September 2018): 118–37. http://dx.doi.org/10.1016/j.soildyn.2018.04.037.

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9

Fülöp, Ludovic. "Prospects of Seismic Upgrading a Weak R.C. School Building Using Light Gauge Steel Walls." Applied Mechanics and Materials 777 (July 2015): 179–84. http://dx.doi.org/10.4028/www.scientific.net/amm.777.179.

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Significant number of reinforced concrete building frames executed in the ‘50’s-60’s in Europe need seismic upgrading. At those times understanding of earthquake effects was insufficient and quality control on construction sites lacking. This combination resulted in buildings framed in reinforced concrete with bad quality materials and inadequate reinforcement. The low-medium rise buildings often house public functions today. In this paper, we analyze the potentials and limitations of using light prefabricated steel wall systems (LGSW) to upgrade frames to higher seismic standard. Results show

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10

Zhang, Shao Jun. "All Steel Structure Portal Frame Light Building Structure Design." Applied Mechanics and Materials 496-500 (January 2014): 2575–77. http://dx.doi.org/10.4028/www.scientific.net/amm.496-500.2575.

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According to the whole steel structure portal frame light plant design requirements, its architectural plane design, plant height determination, the determination of axis positioning, building facade design, from the column selection, auxiliary component orientation, profile design, daylighting, ventilated, plant, heat preservation, heat insulation design and other aspects are discussed.

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