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Relevant bibliographies by topics / Industrial steel storage rack

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Journal articles

Academic literature on the topic 'Industrial steel storage rack'

Author: Grafiati

Published: 11 March 2023

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Journal articles on the topic "Industrial steel storage rack"

1

Rafiqul Haque, A. B. M., and M. Shahria Alam. "Direct Displacement-Based Design of Industrial Rack Clad Buildings." Earthquake Spectra 29, no. 4 (2013): 1311–34. http://dx.doi.org/10.1193/080611eqs195m.

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A rack clad building (RCB) is a type of warehouse building system built using steel storage racks as the seismic force resisting system. Generally, these rack systems are larger and taller compared to the conventional steel storage racks commonly used in warehouses. These buildings have peripheral racks that can support the claddings. These rack systems possess some unique properties, such as the members built using thin-walled perforated steel sections and the beam-to-column connection utilizing a teardrop connector in the down-aisle direction. Due to the pinched-type hysteretic behavior of t

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2

Riumin, V., Y. Solodovnik, and K. Riumina. "DETERMINATION OF BASE PLATE STIFFNESS OF STEEL STORAGE RACKS." Municipal economy of cities 4, no. 171 (2022): 63–69. http://dx.doi.org/10.33042/2522-1809-2022-4-171-63-69.

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In recent trends the development of structural steel using cold formed steel section plays a vital role in main frame construction of portal frames. These frames find its use in the construction of economic industrial, agricultural and residential buildings due to its lightweight and robustness. With the major claims in comparison with hot rolled steel profiles, cold formed steel possesses low cost, highly versatile with standard design procedures. Among various structural designs, industrial storage racks are the most prominent structures constructed using cold formed steel. It has been widel

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3

Neiva, Luiz, Juliane Aparecida Braz Starlino, Guilherme Elias, Arlene Maria Cunha Sarmanho, and Vinícius Nicchio Alves. "Industrial storage system continuous perforated uprights: a combined design proposal." Revista de la construcción 21, no. 2 (2022): 204–14. http://dx.doi.org/10.7764/rdlc.21.2.204.

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Brazilian standards for design of cold-formed steel (ABNT NBR 14762:2010, 2010) and design of pallet racks (ABNT NBR 15524-2:2007, 2007) have different procedures to determine the strength of columns under axial compression, using different buckling curves. This paper aims to evaluate the efficiency of using cold-formed Brazilian standard buckling design curve instead of the formulations of the pallet-rack design standard to study the use viability of the equations in the calculation procedure for computing the uprights compressive strength. This strength was calculated in four ways: one using

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4

Sarawit, Andrew T., and Teoman Peköz. "Notional load method for industrial steel storage racks." Thin-Walled Structures 44, no. 12 (2006): 1280–86. http://dx.doi.org/10.1016/j.tws.2007.01.003.

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5

Álvarez, Oscar, Nelson Maureira, Eduardo Nuñez, Frank Sanhueza, and Ángel Roco-Videla. "Numerical Study on Seismic Response of Steel Storage Racks with Roller Type Isolator." Metals 11, no. 1 (2021): 158. http://dx.doi.org/10.3390/met11010158.

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This research evaluates the effectiveness of using a roller-type base isolation device with tensile strength in reducing the dynamic response of industrial steel storage racks. These were subjected to a seismic input acting separately in both directions of the structure. The seismic record obtained from the earthquake that occurred in Llolleo, Chile, on 3 March 1985, was used as input. This earthquake was scaled in the frequency domain, adjusting its response spectrum to coincide with the design spectrum required by NCh2745. In the calculations of this spectrum, the most hazardous seismic zone

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6

Crosier, Jeff, Mark Hannah, and David Mukai. "Damage to steel storage racks in industrial buildings in the Darfield earthquake." Bulletin of the New Zealand Society for Earthquake Engineering 43, no. 4 (2010): 425–28. http://dx.doi.org/10.5459/bnzsee.43.4.425-428.

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On September 8, a team investigated damage to industrial structures in Christchurch due to the Darfield Earthquake. While there was very little damage to structures regardless of age and framing system, damage to steel storage racks varied from no damage to complete collapse. This paper reports on the observations about the damage to steel racks, reviews pertinent design standards, and makes some preliminary conclusions about the performance of steel storage racks in the Darfield earthquake.

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7

Jeon, Jong-Su, Hyoungsuk Choi, Youngdeuk Seo, Chunggil Kim, and Gwanghee Heo. "Seismic Performance of Steel Industrial Storage Racks Subjected to Korea Earthquakes." Journal of the Earthquake Engineering Society of Korea 22, no. 3 (2018): 149–60. http://dx.doi.org/10.5000/eesk.2018.22.3.149.

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8

Basaglia, Cilmar, and Dinar Camotim. "Buckling Analysis of Thin-Walled Steel Structural Systems Using Generalized Beam Theory (GBT)." International Journal of Structural Stability and Dynamics 15, no. 01 (2015): 1540004. http://dx.doi.org/10.1142/s0219455415400040.

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This paper deals with the application of beam finite element models based on generalized beam theory (GBT) to analyze the buckling behavior of four thin-walled steel structural systems, namely (i) beams belonging to storage rack systems, (ii) pitched-roof industrial frames, (iii) portal frames built from cold-formed rectangular hollow section (RHS) profiles and (iv) roof-supporting trusses, exhibiting different support conditions and subjected to various loadings. In particular, taking advantage of the GBT unique and structurally clarifying modal features, it is possible to assess how differen

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9

Clifton, Charles, Michel Bruneau, Greg MacRae, Roberto Leon, and Alistair Fussell. "Steel structures damage from the Christchurch earthquake series of 2010 and 2011." Bulletin of the New Zealand Society for Earthquake Engineering 44, no. 4 (2011): 297–318. http://dx.doi.org/10.5459/bnzsee.44.4.297-318.

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This paper presents preliminary field observations on the performance of selected steel structures in Christchurch during the earthquake series of 2010 to 2011. This comprises 6 damaging earthquakes, on 4 September and 26 December 2010, February 22, June 6 and two on June 13, 2011. Most notable of these was the 4 September event, at Ms7.1 and MM7 (MM as observed in the Christchurch CBD) and most intense was the 22 February event at Ms6.3 and MM9-10 within the CBD. Focus is on performance of concentrically braced frames, eccentrically braced frames, moment resisting frames and industrial storag

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10

Freitas, A. M. S., M. S. R. Freitas, and F. T. Souza. "Analysis of steel storage rack columns." Journal of Constructional Steel Research 61, no. 8 (2005): 1135–46. http://dx.doi.org/10.1016/j.jcsr.2005.02.004.

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