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Journal articles on the topic 'Steel storage racks'

Author: Grafiati

Published: 4 June 2021

Last updated: 20 February 2023

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1

Deng, Tianyang, Yu Niu, Lingfeng Yin, Zhiqiang Lin, and Zhanjie Li. "Load Distribution Optimization of Steel Storage Rack Based on Genetic Algorithm." Buildings 12, no. 11 (October 24, 2022): 1782. http://dx.doi.org/10.3390/buildings12111782.

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The distribution of load has high uncertainty, which is the main cause of a rack structure’s instabilities. The objective of this study was to identify the most unfavorable and favorable load distributions on steel storage racks with and without bracings under seismic loading through a stochastic optimization—a genetic algorithm (GA). This paper begins with optimizing the most unfavorable and favorable load distributions on the steel storage racks with and without bracings using GA. Based on the optimization results, the failure position and seismic performance influencing factors, such as the

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2

Cheng, Bo, and Zhen Yu Wu. "Experimental Study on Lateral Stiffness and Dynamic Properties of Steel Drive-in Storage Racks." Applied Mechanics and Materials 351-352 (August 2013): 730–33. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.730.

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The static and free vibration tests were carried out to investigate the initial lateral stiffness and dynamic properties of steel drive-in storage racks. The bracing configuration and friction between pallets and rail beams were taken into consideration. The static test results indicate that the tested storage racks show sideways and torsional deformation modes under the single-point horizontal force. Both top plan bracings and back spine bracings can change the load transfer through the rack framework, strengthen the initial lateral stiffness of racks, but only back spine bracings can affect

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3

Rafiqul Haque, A. B. M., and M. Shahria Alam. "Direct Displacement-Based Design of Industrial Rack Clad Buildings." Earthquake Spectra 29, no. 4 (November 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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4

Bernuzzi, Claudio, Giammaria Gabbianelli, Armando Gobetti, and Alessandro Rosti. "Beam design for steel storage racks." Journal of Constructional Steel Research 116 (January 2016): 156–72. http://dx.doi.org/10.1016/j.jcsr.2015.09.007.

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5

Filiatrault, Andre, Peter S. Higgins, Assawin Wanitkorkul, James A. Courtwright, and Robert Michael. "Experimental Seismic Response of Base Isolated Pallet-Type Steel Storage Racks." Earthquake Spectra 24, no. 3 (August 2008): 617–39. http://dx.doi.org/10.1193/1.2942375.

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This paper presents the results of uniaxial and triaxial shake table tests performed on directly anchored and base isolated steel pallet storage racks loaded with simulated and real merchandise. The new base isolation system provides seismic isolation in the cross-aisle direction of a rack only, while providing similar restraints as conventional bolted base plates in the down-aisle direction. The objective of the isolation in the cross-aisle direction is to reduce the horizontal accelerations of the rack in order to reduce content spillage and structural damage during a major seismic event, wi

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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 (December 31, 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

Filiatrault, André, Robert E. Bachman, and Michael G. Mahoney. "Performance-Based Seismic Design of Pallet-Type Steel Storage Racks." Earthquake Spectra 22, no. 1 (February 2006): 47–64. http://dx.doi.org/10.1193/1.2150233.

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This paper develops a performance-based seismic design procedure for pallet-type steel storage racks located in areas accessible to the public. Performance objectives for racks consistent with current building code procedures in the United States are defined. The paper focuses on collapse prevention of racks in their down-aisle direction under the Maximum Considered Earthquake (MCE) ground motions at the site. The down-aisle lateral load-resisting systems of racks are typically moment frames utilizing special proprietary beam-to-column moment-resisting connections that may result in large late

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8

Bernuzzi, Claudio, Claudia Pellegrino, and Marco Simoncelli. "Characterization of Existing Steel Racks via Dynamic Identification." Buildings 11, no. 12 (December 1, 2021): 603. http://dx.doi.org/10.3390/buildings11120603.

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Steel storage racks are widely used in logistics for storing materials and goods. Rack design is carried out by adopting the so-called design-assisted-by-testing procedure. In particular, experimental analyses must be carried out by rack producers on the key structural components in order to adopt the design approach proposed for the more traditional carpentry frames. For existing racks, i.e., those in-service for decades, it is required to evaluate the load carrying capacity in accordance with the design provisions currently in use. The main problem in several cases should be the appraisal of

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9

RASMUSSEN, K. J. R., and B. P. GILBERT. "ANALYSIS-BASED 2D DESIGN OF STEEL STORAGE RACKS." International Journal of Structural Stability and Dynamics 11, no. 05 (October 2011): 929–47. http://dx.doi.org/10.1142/s0219455411004403.

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The paper presents a study of the capacities of steel rack frames based on linear analysis (LA), geometric nonlinear analysis (GNA), and geometric and material nonlinear analysis (GMNIA). In the case of linear and geometric nonlinear analyses, the design is carried out to the Australian cold-formed steel structures AS/NZS4600. The study includes braced, unbraced, and semi-braced frames, and compact and noncompact cross sections. The paper shows axial force and bending moment paths for geometric and geometric and material nonlinear analyses, and explains the differences observed in the design c

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10

Cheng, Bo, and Zhenyu Wu. "Investigation of Shear Stiffness of Spine Bracing Systems in Selective Pallet Racks." Open Construction and Building Technology Journal 9, no. 1 (May 29, 2015): 1–6. http://dx.doi.org/10.2174/1874836801509010001.

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This paper presents a general analysis on the shear stiffness of spine bracing systems of selective storage racks in the down-aisle direction. Unlike the architectural steel structure, the bearing capacity of bracing connection in the spine bracing systems of steel rack structure is weaker than that of bracing members. Firstly, destructive tests of spine bracing connection in single entry racks have been conducted. In the tests, a portion of column web around bolt holes is damaged due to the pull force of connecting bolts. Based on the experimental results, the finite element shell model of te

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11

Riumin, V., Y. Solodovnik, and K. Riumina. "DETERMINATION OF BASE PLATE STIFFNESS OF STEEL STORAGE RACKS." Municipal economy of cities 4, no. 171 (October 17, 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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12

Rasmussen, K. J. R., and B. P. Gilbert. "Analysis-Based Design Provisions for Steel Storage Racks." Journal of Structural Engineering 139, no. 5 (May 2013): 849–59. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000665.

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13

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

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14

Baldassino, Nadia, and Claudio Bernuzzi. "Analysis and behaviour of steel storage pallet racks." Thin-Walled Structures 37, no. 4 (August 2000): 277–304. http://dx.doi.org/10.1016/s0263-8231(00)00021-5.

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15

Avgerinou, Stella, Xenophon Lignos, Dimitris Tsarpalis, and Ioannis Vayas. "Full‐scale tests on used steel storage racks." Steel Construction 12, no. 3 (June 19, 2019): 231–42. http://dx.doi.org/10.1002/stco.201900009.

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16

DEGEE, HERVE, BARBARA ROSSI, and DENIS JEHIN. "GEOMETRICALLY NONLINEAR ANALYSIS OF STEEL STORAGE RACKS SUBMITTED TO EARTHQUAKE LOADING." International Journal of Structural Stability and Dynamics 11, no. 05 (October 2011): 949–67. http://dx.doi.org/10.1142/s0219455411004415.

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Steel storage racks are light and flexible structures. When submitted to earthquake loading, they can exhibit very large transverse displacements and are thus prone to significant consequences of second-order geometrical effects. In the context of the drafting of European recommendations for the design of steel pallet racks for their seismic resistance, this paper presents a parameter study comparing the various methods commonly used in practice for analyzing the seismic structural behavior of racks (i.e. "modal response spectrum analysis" and "lateral force method analysis") as well as the di

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17

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 (January 16, 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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18

Talebian, Nima, Benoit P. Gilbert, Nadia Baldassino, and Hong Guan. "Finite Element Modeling of Bolted Cold-Formed Steel Storage Rack Upright Frames." Applied Mechanics and Materials 846 (July 2016): 251–57. http://dx.doi.org/10.4028/www.scientific.net/amm.846.251.

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Steel storage racks, commonly assembled from cold-formed steel profiles, are braced in the cross-aisle direction, where bracing members are typically bolted between two uprights forming an “upright frame”. Especially for high-bay racks and racks supporting the building enclosure, accurately determining the transverse shear stiffness of upright frames is essential in calculating the elastic buckling load, performing earthquake design and serviceability checks. International racking specifications recommend different approaches to evaluate the said transverse shear stiffness. The Rack Manufactur

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19

Blatnický, Miroslav, Ján Dižo, and Dalibor Barta. "Design and Structural Analysis of a Rack System for Using in Agriculture." Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis 66, no. 3 (2018): 641–46. http://dx.doi.org/10.11118/actaun201866030641.

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The paper deals with a construction design and structural analysis of the rack system which will be used for storage of steel tubes of pressure pipeline for fodder mixtures transportation in agricultural company. Structure of the designed equipment is made by the welding of steel parts and consists of the main framework and four pull-out racks on both sides. Racks move by means of human power through a rotating crank. Every individual pull-out racks is able to carries pipes of various dimensions, both length and diameter with total weight up to 3 tons with respect to customer requests. Since i

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20

Baek, Eun-Rim, Hyoung-Suk Choi, Young-Deuk Seo, and Chung-Gil Kim. "Experimental Assessment on Seismic Behavior of Steel Storage Racks." Transactions of the Korean Society for Noise and Vibration Engineering 30, no. 6 (December 31, 2020): 615–23. http://dx.doi.org/10.5050/ksnve.2020.30.6.615.

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21

Bernuzzi, Claudio, Arturo di Gioia, Giammaria Gabbianelli, and Marco Simoncelli. "Pushover Analyses of Hand-Loaded Steel Storage Shelving Racks." Journal of Earthquake Engineering 21, no. 8 (September 13, 2016): 1256–82. http://dx.doi.org/10.1080/13632469.2016.1210063.

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22

Freitas, Arlene M. S., Flavio T. Souza, and Marcilio S. R. Freitas. "Analysis and behavior of steel storage drive-in racks." Thin-Walled Structures 48, no. 2 (February 2010): 110–17. http://dx.doi.org/10.1016/j.tws.2009.09.003.

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23

Connor, Ian. "Performance of steel storage racks in the Darfield earthquake." Bulletin of the New Zealand Society for Earthquake Engineering 45, no. 2 (June 30, 2012): 61–70. http://dx.doi.org/10.5459/bnzsee.45.2.61-70.

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The author inspected 18 racking installations at various food storage facilities in Christchurch for damage from the 4th September 2010 Darfield Earthquake. The type of racking installations and damage suffered are listed with some photographs of specific damage. The damage ranged from minor to complete collapse with large product loss. Although inspection access was limited, the collapse mechanism for racking installations is assessed and suggested. The damage inspected indicated some variation in the application of design approaches and potential areas where the behaviour of rack structures

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24

Shaheen, Mahmoud S. A., and Kim J. R. Rasmussen. "07.17: Design methods for drive-in steel storage racks." ce/papers 1, no. 2-3 (September 2017): 1637–46. http://dx.doi.org/10.1002/cepa.207.

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25

Sideris, Petros, Andre Filiatrault, Martin Leclerc, and Robert Tremblay. "Experimental Investigation on the Seismic Behavior of Palletized Merchandise in Steel Storage Racks." Earthquake Spectra 26, no. 1 (February 2010): 209–33. http://dx.doi.org/10.1193/1.3283389.

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The seismic hazard associated with failure of storage racks in retail facilities open to public depends on the behavior of the rack frames and the response of stored merchandise. In this study, the seismic behavior of palletized merchandise stored on shelves of pallet-type steel storage racks is investigated and the concept of incorporating slightly inclined shelving is proposed as a measure for mitigating merchandise shedding. Pull tests and shake table tests are conducted. The main objective of the pull tests is to investigate the frictional behavior at the interface between loaded pallets a

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26

Shaker, Fattouh M. F., Zekriat Mamdooh, Ahmed Deifalla, and Mohamed M. Yehia. "Experimental Investigations of the Behavior of Stiffened Perforated Cold-Formed Steel Sections Subjected to Axial Compression." Buildings 12, no. 6 (June 12, 2022): 812. http://dx.doi.org/10.3390/buildings12060812.

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Cold-formed steel sections are becoming popular for different steel structures, because they have a high resistance against different straining actions, with a minimal weight compared with hard steel sections. Recently, perforated cold-formed steel (PCFS) sections have been used in many applications, such as perforated upright storage racks. Experimental research into the behavior of steel storage rack uprights subjected to axial compression is presented in this paper. First, tensile tests determined the material qualities of the cold-formed steel uprights. Then, seventeen perforated specimens

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27

Firouzianhaji, Ahmad, Nima Usefi, Bijan Samali, and Peyman Mehrabi. "Shake Table Testing of Standard Cold-Formed Steel Storage Rack." Applied Sciences 11, no. 4 (February 18, 2021): 1821. http://dx.doi.org/10.3390/app11041821.

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Full-scale shake table investigations are strongly required to understand the actual performance of storage racks and to improve the rack design guidelines. This paper presents the results of full-scale shake table tests on New Zealand standard storage rack frames with two-bay and two-level to determine the dynamic characteristics of a standard rack structure and to measure the damping of the system. The experimental program was conducted in three phases. First, the identification parameters including the natural frequency and damping of the system were determined through a series of prelimina

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28

Shaheen, Mahmoud S. A., and Kim J. R. Rasmussen. "Development of friction-damped seismic fuses for steel storage racks." Journal of Constructional Steel Research 192 (May 2022): 107216. http://dx.doi.org/10.1016/j.jcsr.2022.107216.

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29

Wu, Zhenyu, and Bo Cheng. "Behaviors of column base connections in assembled steel storage racks." Journal of Shenzhen University Science and Engineering 31, no. 5 (2014): 513. http://dx.doi.org/10.3724/sp.j.1249.2014.05513.

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30

Yu, Shao Feng, and Yao Ge. "Stability Study on Perforated Columns in Steel Storage Racks under Axial Compression." Advanced Materials Research 415-417 (December 2011): 889–95. http://dx.doi.org/10.4028/www.scientific.net/amr.415-417.889.

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Steel storage rack structures have always been the mainly used type of those cold-formed thin-walled steel elements. Recently, it becomes more important to study its stability and bearing capacity. This paper selects a typical type of rack column-channel column and performs lots of analyzing work about overall buckling, local buckling and distortional buckling of perforated columns with different openings by using the finite element method.

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31

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 (April 30, 2018): 149–60. http://dx.doi.org/10.5000/eesk.2018.22.3.149.

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32

Jovanović, Đorđe, Drago Žarković, Vladimir Vukobratović, and Zoran Brujić. "Hysteresis model for beam-to-column connections of steel storage racks." Thin-Walled Structures 142 (September 2019): 189–204. http://dx.doi.org/10.1016/j.tws.2019.04.056.

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33

Baldassino, Nadia, Claudio Bernuzzi, Arturo di Gioia, and Marco Simoncelli. "An experimental investigation on solid and perforated steel storage racks uprights." Journal of Constructional Steel Research 155 (April 2019): 409–25. http://dx.doi.org/10.1016/j.jcsr.2019.01.008.

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34

Nuñez, Eduardo, Catalina Aguayo, and Ramón Mata. "Incremental dynamic analysis of steel storage racks subjected to Chilean earthquakes." Thin-Walled Structures 182 (January 2023): 110288. http://dx.doi.org/10.1016/j.tws.2022.110288.

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35

Nuñez, Eduardo, Ramón Mata, Jorge Castro, Nelson Maureira, Néstor Guerrero, and Ángel Roco. "Influence of Global Slenderness and Sliding Pallets on Seismic Design of Steel Storage Racks: A Sensitivity Analysis." Buildings 12, no. 11 (October 31, 2022): 1826. http://dx.doi.org/10.3390/buildings12111826.

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In this research, the influence of global slenderness and sliding pallets factor on the seismic design of steel storage racks are assessed. Variations in span length, the height of storage levels, live load, and percentage of live load considered in the seismic mass are studied for different levels of seismic zone and soil type. The models were designed according to the Chilean Code NCh2369. Subsequently, a global sensitivity analysis was developed to analyze the influence of each studied parameter in the seismic design response in terms of fundamental period, drift, and base shear from a resp

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36

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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37

Thasan, Selvakumar, and Senthil Rajendran. "Cold formed steel storage racks subjected to axial, shear and bending interactions." Revista de la construcción 19, no. 2 (August 2020): 306–23. http://dx.doi.org/10.7764/rdlc.19.2.306-323.

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38

Bernuzzi, Claudio, Alice Pieri, and Veronica Squadrito. "Warping influence on the static design of unbraced steel storage pallet racks." Thin-Walled Structures 79 (June 2014): 71–82. http://dx.doi.org/10.1016/j.tws.2014.01.024.

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39

Kanyilmaz, Alper, Carlo Andrea Castiglioni, Giovanni Brambilla, and Gian Paolo Chiarelli. "Experimental assessment of the seismic behavior of unbraced steel storage pallet racks." Thin-Walled Structures 108 (November 2016): 391–405. http://dx.doi.org/10.1016/j.tws.2016.09.001.

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40

Bernuzzi, Claudio, and Marco Simoncelli. "Steel storage pallet racks in seismic zones: Advanced vs. standard design strategies." Thin-Walled Structures 116 (July 2017): 291–306. http://dx.doi.org/10.1016/j.tws.2017.03.002.

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41

Shaheen, Mahmoud S. A., and Kim J. R. Rasmussen. "Seismic tests of drive-in steel storage racks in cross-aisle direction." Journal of Constructional Steel Research 162 (November 2019): 105701. http://dx.doi.org/10.1016/j.jcsr.2019.105701.

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42

Gilbert, Benoit P., and Kim J. R. Rasmussen. "Bolted moment connections in drive-in and drive-through steel storage racks." Journal of Constructional Steel Research 66, no. 6 (June 2010): 755–66. http://dx.doi.org/10.1016/j.jcsr.2010.01.013.

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43

Gilbert, Benoit P., and Kim J. R. Rasmussen. "Determination of the base plate stiffness and strength of steel storage racks." Journal of Constructional Steel Research 67, no. 6 (June 2011): 1031–41. http://dx.doi.org/10.1016/j.jcsr.2011.01.006.

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44

Bernuzzi, Claudio, Armando Gobetti, Giammaria Gabbianelli, and Marco Simoncelli. "Warping influence on the resistance of uprights in steel storage pallet racks." Journal of Constructional Steel Research 101 (October 2014): 224–41. http://dx.doi.org/10.1016/j.jcsr.2014.05.014.

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45

Bernuzzi, Claudio, Damiano Persico, and Marco Simoncelli. "Influence of floor deflections on the performance of steel storage pallet racks." Engineering Structures 123 (September 2016): 434–50. http://dx.doi.org/10.1016/j.engstruct.2016.03.066.

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46

Gilbert, Benoit P., and Kim J. R. Rasmussen. "Impact tests and parametric impact studies on drive-in steel storage racks." Engineering Structures 33, no. 5 (May 2011): 1410–22. http://dx.doi.org/10.1016/j.engstruct.2011.01.017.

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47

Gabbianelli, Giammaria. "Applied Element Modelling of Warping Effects in Thin-Walled C-Shaped Steel Sections." Buildings 11, no. 8 (July 29, 2021): 328. http://dx.doi.org/10.3390/buildings11080328.

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The Applied Element Method (AEM) is a relatively recent numerical technique, originally conceived for simulating the large displacement nonlinear response of reinforced concrete, masonry and steel structures, and successful applications have been presented by various researchers. Recently, AEM was used to model the mechanical behaviour of steel storage pallet racks, i.e., particular cold-formed steel structures typically employed for storing goods and materials. Such systems are often subjected to peculiar displacements and stresses due to warping effects, which are inherent and often govern t

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48

Franco, Annalisa, Simone Massimiani, and Gianni Royer-Carfagni. "Passive Control of Steel Storage Racks for Parmigiano Reggiano Cheese under Seismic Accelerations." Journal of Earthquake Engineering 19, no. 8 (August 12, 2015): 1222–59. http://dx.doi.org/10.1080/13632469.2015.1049386.

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49

Zhang, Hao, Benoit P. Gilbert, and Kim J. R. Rasmussen. "Drive-In Steel Storage Racks. II: Reliability-Based Design for Forklift Truck Impact." Journal of Structural Engineering 138, no. 2 (February 2012): 148–56. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000448.

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50

Gilbert, Benoit P., and Kim J. R. Rasmussen. "Drive-In Steel Storage Racks I: Stiffness Tests and 3D Load-Transfer Mechanisms." Journal of Structural Engineering 138, no. 2 (February 2012): 135–47. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000449.

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