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Journal articles on the topic 'Storage racks'

Author: Grafiati

Published: 4 June 2021

Last updated: 4 March 2023

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1

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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2

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 (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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3

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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4

Peköz, Teoman, and Kotha Rao. "Design of industrial storage racks." Progress in Structural Engineering and Materials 3, no. 1 (2001): 28–35. http://dx.doi.org/10.1002/pse.63.

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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 (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

Cundiff, John S., and Robert D. Grisso. "Load and Unload Technology to Improve Round-Bale Hauling Efficiency." AgriEngineering 3, no. 3 (2021): 584–604. http://dx.doi.org/10.3390/agriengineering3030038.

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There are two key parameters in short-haul truck operations to deliver biomass to a biorefinery: (1) mass of the load and (2) cycle time (load, travel, unload, and return). A plan to optimize both these parameters is outlined in this study. Operation of a logistics system to deliver 20-bale racks to a biorefinery for continuous 24/7 operation, 48 weeks/year is described. Round bales are stored in satellite storage locations (SSLs) by feedstock producers. A truckload consists of two tandem trailers (40, 0.4 Mg bales), a specification that maximizes load mass. Load-out at the SSL (loading bales

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7

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 (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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8

Gupta, Rupesh, Sarang Sharma, Sheifali Gupta, and Deepali Gupta. "Stackable Smart Footwear Rack Using Infrared Sensor." Journal of Computational and Theoretical Nanoscience 16, no. 10 (2019): 4232–35. http://dx.doi.org/10.1166/jctn.2019.8505.

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The present solution relates to a stackable smart footwear rack and a cabinet housing the stackable smart footwear rack. The present solution provides easy access to organize, store and retrieve footwear in the racks in addition to providing efficient utilization of storage space in a smart and intelligent manner by means of human machine interface and sensors coupled to motor mechanisms. The present solution also helps negate disorganized arrangement of footwear in the racks and is easy to use thereby contributing to a comfortable lifestyle for people of all age groups. Additionally, the pres

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9

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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10

Zhao, Yong. "Finite Element Modeling and Analysis of Nonlinear Impact and Frictional Motion Responses Including Fluid—Structure Coupling Effects." Shock and Vibration 4, no. 5-6 (1997): 311–25. http://dx.doi.org/10.1155/1997/496945.

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A nonlinear three dimensional (3D) single rack model and a nonlinear 3D whole pool multi-rack model are developed for the spent fuel storage racks of a nuclear power plant (NPP) to determine impacts and frictional motion responses when subjected to 3D excitations from the supporting building floor. The submerged free standing rack system and surrounding water are coupled due to hydrodynamic fluid-structure interaction (FSI) using potential theory. The models developed have features that allow consideration of geometric and material nonlinearities including (1) the impacts of fuel assemblies to

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11

Filiatrault, André, Robert E. Bachman, and Michael G. Mahoney. "Performance-Based Seismic Design of Pallet-Type Steel Storage Racks." Earthquake Spectra 22, no. 1 (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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12

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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13

Li, Qing Song, Heng Pan, Tao Liang, and Wei Yang. "Simulation on Efficency of Mobile Rack in Medicine Warehouse." Advanced Materials Research 433-440 (January 2012): 3017–21. http://dx.doi.org/10.4028/www.scientific.net/amr.433-440.3017.

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Mobile racks are used broadly in warehouse, especially in those with low items and large stock-keeping unit (SKU). However, contraction between storage capacity and rack efficiency may restrict the usage of mobile racks. Such an example in medicine industry was offered in this paper. Using Witness simulation Software, a model has been developed for medicine warehouse with mobile rack system. Simulations have been executed to analyze rack efficiency in five different scenarios. All scenarios embodied more or less low efficiency and long line in front of buffers. Results indicated that efficienc

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14

Wang, Qian, and Jack Yi Tan. "A Reconfigurable Mechanism of Cantilever Storage Racks." Advanced Materials Research 875-877 (February 2014): 863–67. http://dx.doi.org/10.4028/www.scientific.net/amr.875-877.863.

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An automated warehousing system often consists of storage modules, storage and retrieval mechanism, lifting equipment and conveyor systems. These facilities are used to overcome some disadvantages of manually operated warehousing systems which often lead to a high frequency of human errors, high labour cost and low efficiency. The usage of these automated facilities may also be helpful to maximise utilisation of shop floor space and improve efficiency of warehousing operations. On the other hand, at this age of information technology that the access to the internet is just at the fingertip, it

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15

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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Nuñez, Eduardo, Catalina Aguayo, and Ricardo Herrera. "Assessment of the Seismic Behavior of Selective Storage Racks Subjected to Chilean Earthquakes." Metals 10, no. 7 (2020): 855. http://dx.doi.org/10.3390/met10070855.

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A seismic performance evaluation of selective storage racks subjected to Chilean Earthquakes was conducted using nonlinear pushover and nonlinear dynamic time-history analyses. Nine seismic records with two horizontal components and magnitude Mw > 7.7 were applied to numerical models of prototype rack structures. The prototype racks were designed considering two types of soil and two aspect ratios. The inelastic behavior of beam connections was included in the models. The results showed a predominantly elastic behavior, mainly in the cross-aisle direction, in comparison to the down-aisle di

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17

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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18

Bernuzzi, Claudio, Claudia Pellegrino, and Marco Simoncelli. "Characterization of Existing Steel Racks via Dynamic Identification." Buildings 11, no. 12 (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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19

Ferina, Ferina, Muniroh Muniroh, Daniel Happy Putra, and Lily Widjaja. "Tinjauan Kebutuhan Rak Penyimpanan Rekam Medis di RSUD Bangka Selatan." Cerdika: Jurnal Ilmiah Indonesia 2, no. 4 (2022): 484–90. http://dx.doi.org/10.36418/cerdika.v2i4.373.

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Medical record is a collection of facts or evidence of the patient's condition, past and current medical history and treatment written by the health professional who provides services to the patient. Medical records require sufficient storage shelves and storage space is needed to maintain confidentiality, avoid damage and make it easier for officers to retrieve and return medical records in the long term. If the medical record storage is adequate and meets the standards to support maximum patient care, it is necessary to adjust the need for medical record storage racks at the South Bangka Hos

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20

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 (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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21

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 (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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22

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 (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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23

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

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24

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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25

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

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26

Maguire, James R., Lip H. Teh, G. Charles Clifton, Z. H. Tang, and James B. P. Lim. "Cross-aisle seismic performance of selective storage racks." Journal of Constructional Steel Research 168 (May 2020): 105999. http://dx.doi.org/10.1016/j.jcsr.2020.105999.

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27

Robinson, Matthew Loren, Timothy M. DeBey, and Jack F. Higginbotham. "Benchmarking criticality analysis of TRIGA fuel storage racks." Applied Radiation and Isotopes 119 (January 2017): 16–22. http://dx.doi.org/10.1016/j.apradiso.2016.08.019.

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28

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

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29

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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30

Hoefer, Axel, Martin Basler, Oliver Buss, et al. "INTRODUCING BURNUP CREDIT FOR EXPANSION STAGE 2 OF THE EXTERNAL SPENT FUEL POOL AT GÖSGEN NPP." EPJ Web of Conferences 247 (2021): 17007. http://dx.doi.org/10.1051/epjconf/202124717007.

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We present a summary of the actinide-plus-fission-product burnup credit criticality safety licensing analysis for Expansion Stage 2 (ES2) of the external spent fuel pool at Gösgen nuclear power plant. In ES2, the nine Expansion Stage 1 storage racks currently installed in the external spent fuel pool are going to be supplemented by nine ES2 storage racks with a significantly reduced fuel assembly pitch. They are designed for loadings with fuel assemblies above a well-defined minimum required burnup. The objective of the criticality safety analysis is to calculate the minimum required burnup va

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31

Grisso, Robert “Bobby”, John Cundiff, and Subhash C. Sarin. "Rapid Truck Loading for Efficient Feedstock Logistics." AgriEngineering 3, no. 2 (2021): 158–67. http://dx.doi.org/10.3390/agriengineering3020010.

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A multi-bale handling unit offers an advantage for the efficient hauling of round bales. Two empty racks on trailers are left at a satellite storage location for loading while a truck tractor delivers two loaded racks to the biorefinery, thus uncoupling the loading and hauling operations and increasing the efficiency of both. The projected 10 min trailer exchange time equals the projected 10 min unload time at the biorefinery achieved by lifting off the two full racks and replacing them with two empties, a technology adapted from the container shipping industry. A concept is presented for a ba

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32

Kuntjoro, Sri. "CRITICALITY ANALYSIS OF URANIUM STORAGE FACILITY WITH FORMATION RACKS." JURNAL TEKNOLOGI REAKTOR NUKLIR TRI DASA MEGA 19, no. 1 (2017): 41. http://dx.doi.org/10.17146/tdm.2017.19.1.3251.

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Uranium materials are needed for the uranium fuel production of research reactors and radioisotope. Before the uranium material is used, it is stored in the storage facility. One of the prerequisites for uranium material storage facilities is that it must be in the sub-critical condition. The purpose of this study is to analyze the criticality condition of uranium material storage facility located in PT. Inuki (Persero) and to ensure that the criticality condition is always in sub-critical state. Criticality analysis was performed using MCNP-5 program to determine the level of criticality of t

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33

Kansy, Dawid. "Pick up plan in the case of a shuttle racks warehouse – an optimization approach." Informatyka Ekonomiczna 2020, no. 1(55) (2020): 38–59. http://dx.doi.org/10.15611/ie.2020.1.03.

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The shuttle racks system is dedicated to storing fast-moving goods on homogeneous pallets, while ensuring high efficiency in the use of storage space. The radioshuttle system consist of shuttle channels and a remote controlled transfer trolley. The research problem considered scientifically is to develop the tools to plan collecting products from the location of shuttle racks that guarantee a minimum number of blockages. The linear programming model ensures that the goods are picked up from the shuttle location which minimizes the number of blockages or completely eliminates them. The main aim

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34

Han, Xiang Zhen, and Guo Shun You. "The Criticality Safety Analysis of the Spent Fuel Storage Pool Area I in Small Modular Reactor." Advanced Materials Research 986-987 (July 2014): 589–92. http://dx.doi.org/10.4028/www.scientific.net/amr.986-987.589.

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Based on the Monte Carlo calculation method, geometric model of spent fuel storage pool Area I of small modular reactor is established, assuming infinite 6×6 type storage racks. Calculation results show that the reactivity is maximal when the water density is 1.0g/cm3. The value of keff is 0.8729 in normal storage condition. The spacing of storage racks in spent fuel pool would change in an earthquake accident condition. The values of reactivity of spent fuel pool in the assumed earthquake accident condition are also calculated. The values of keff are between 0.872 and 0.876. Both in normal co

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35

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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Rahmania, Day, Andri Permana Wicaksono, and Novita Nuraini. "Desain Rak Penyimpanan Berkas Rekam Medis di Rumah Sakit Universitas Airlangga Surabaya." J-REMI : Jurnal Rekam Medik dan Informasi Kesehatan 2, no. 1 (2020): 1–10. http://dx.doi.org/10.25047/j-remi.v2i1.2113.

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Filling room has an important role in maintaining medical records, especially in terms of storage and protection of medical records. The creation of officers ease in taking and storing medical records in supported by the existence of an ergonomic storage space that is adapted to the anthropometric aspects. The design of the storage rack in accordance with the anthropometric data of the officer can facilitate the work of the officers. Storage racks at Airlangga University Hospital are not in accordance with the anthropometry of the officers, resulting in work discomfort and fatigue. The purpose

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37

Álvarez, Oscar, Enrique Muñoz, Nelson Maureira-Carsalade, and Ángel Roco-Videla. "A Sensitivity Analysis Approach for Assessing the Effect of Design Parameters in Reducing Seismic Demand of Base-Isolated Storage Racks." Applied Sciences 11, no. 23 (2021): 11553. http://dx.doi.org/10.3390/app112311553.

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The most used global sensitivity analysis (GSA) method is based on variance. This is performed using Monte Carlo Sampling (MCS) or Latin Hypercube Sampling (LHS). It requires a large sample to obtain accurate estimates. Density-based methods, such as the GSA PAWN, have been developed to reduce the sample size without compromising the result. PAWN is simpler than other methods because it uses cumulative density functions (CDF) instead of probability density. This method has been widely used in areas such as environmental engineering with very good results, reducing computation time. However, it

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38

Tang, Gan, Chun Wei Zhang, Ling Feng Yin, and Yong Li. "Research on Mechanical Behavior of Hold-Welding Beams with Different Solder Joint Arrangements in Pallet Racks." Applied Mechanics and Materials 723 (January 2015): 349–52. http://dx.doi.org/10.4028/www.scientific.net/amm.723.349.

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Nowadays market demand for storage racks are becoming larger and larger in China, especially in logistics industry. Hold-welding beams are important components in storage racks, and searching for more reasonable solder joint arrangements on them is a problem. On the basis of traditional arrangement, this paper came up with another five schemes with differences in solder joint numbers and location. Then ANSYS was used to analyze the mechanical behavior of the beam in every scheme. According to the numerical analysis results, the most reasonable scheme was recommended.

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39

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 (2020): 615–23. http://dx.doi.org/10.5050/ksnve.2020.30.6.615.

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40

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 (2016): 1256–82. http://dx.doi.org/10.1080/13632469.2016.1210063.

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41

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 (2010): 110–17. http://dx.doi.org/10.1016/j.tws.2009.09.003.

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42

Connor, Ian. "Performance of steel storage racks in the Darfield earthquake." Bulletin of the New Zealand Society for Earthquake Engineering 45, no. 2 (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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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 (2017): 1637–46. http://dx.doi.org/10.1002/cepa.207.

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Grisso, Robert “Bobby”, John Cundiff, and Kevin Comer. "Multi-Bale Handling Unit for Efficient Logistics." AgriEngineering 2, no. 2 (2020): 336–49. http://dx.doi.org/10.3390/agriengineering2020023.

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This paper presents a design for a feedstock logistics system to supply a bioenergy plant located in the Southeast USA, specifically Piedmont, a physiographic region covering part of five states (VA, NC, SC, GA, and AL). The design uses a perennial grass (switchgrass) as the feedstock. Harvest is done with a round baler, and round bales are stored in single-layer ambient storage in satellite storage locations. New technology, 20-bale racks, was designed as the multi-bale handling unit. The analysis shows how proper design of the interactions between the several unit operations in a “logistics

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Zong, Ping, Rui Min Hu, and Jie Wang. "Research of Data Storage Technique Based on Cloud Storage Environment." Applied Mechanics and Materials 602-605 (August 2014): 3160–64. http://dx.doi.org/10.4028/www.scientific.net/amm.602-605.3160.

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According to the diversity in the nodes of cloud storage, this paper puts forward a replication layout strategy based on TOPSIS. We can apply it in the replication layout strategy in order to make full use of its advantages in multi-objective decision-making. The replication layout strategy, based on TOPSIS, uses HDFS’s racks awareness function; it makes the comprehensive evaluation of multiple attributes of multiple nodes, and by calculating the “distance” from each node to the optimal solution and the worst solution, it can choose the deployment of nodes to realize the efficiency of replicat

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Firouzianhaji, Ahmad, Nima Usefi, Bijan Samali, and Peyman Mehrabi. "Shake Table Testing of Standard Cold-Formed Steel Storage Rack." Applied Sciences 11, no. 4 (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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Yenni, Ririn Afrima, Linda Handayuni, Dewi Mardiawati, Berly Nisa Srimayarti, and Detep Kemalasari. "Analisis Pelaksanaan Ketidaktepatan Penyimpanan Rekam Medis Pada Bagian Filing di Rumah Sakit." Infokes: Jurnal Ilmiah Rekam Medis dan Informatika Kesehatan 12, no. 1 (2022): 1–7. http://dx.doi.org/10.47701/infokes.v12i1.1310.

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Filling is where outpatient, inpatient and emergency medical records are kept in view of the fact that they are confidential and have a legitimate angle. The motivation behind this investigation is to describe medical records that are not properly placed, lack of storage rack facilities, workload of filling officers and describe the education level of medical record officers. The method used is a literature study by conducting a descriptive analysis by describing the facts that are then analyzed, looking for similarities (Compare), dissimilarities (contrast), views (critize), comparisons (synt

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Candrianto, Candrianto, Wahyuni Amalia, and Habib Syafira Ramadhan. "Analisis Penyimpanan Produk Menggunakan Metode Shared Storage (Studi Kasus di PT. X)." INVENTORY: Industrial Vocational E-Journal On Agroindustry 1, no. 2 (2020): 57. http://dx.doi.org/10.52759/inventory.v1i2.24.

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PT. X is a company engaged in shipping services. This company has a spare part storage warehouse that is not yet effective and efficient. This can be seen from the placement of items that are not suitable and require a long time in the process of picking up goods. This study aims to redesign the layout of the storage warehouse using the shared storage method. Shared storage is a method of arranging a storage area based on the warehouse floor area by placing the items that are sent immediately closest to the door, and so on. This method uses the FIFO (first in first out) principle so that the o

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Копылов, Сергей Николаевич, Леонид Тимофеевич Танклевский, Александр Алексеевич Таранцев, Игорь Александрович Бабиков, and Александр Валерьевич Аракчеев. "Calculated estimation of geometric parameters of automatic water fire extinguishing systems for high rise racks." Pozharnaia bezopasnost`, no. 2(99) (June 18, 2020): 62–69. http://dx.doi.org/10.37657/vniipo.2020.99.2.007.

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Рассмотрены вопросы, связанные с применением спринклерных автоматических установок водяного пожаротушения стеллажей. Проанализированы соответствующие нормативные документы. Описаны варианты решения задач определения расхода воды из оросителя, координат места его установки, а также углов распыла огнетушащего вещества и наклона оси оросителя. Приведены примеры расчета геометрических параметров спринклерных автоматических установок водяного пожаротушения стеллажей. Fires at objects whith high-rack storage of combustible materials are particularly dangerous because of the rapid spread of the flame

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Colglazier, David Lee. "An Inexpensive Method for Constructing Storage Racks for Hanging Artifacts." Journal of the American Institute for Conservation 36, no. 3 (1997): 245. http://dx.doi.org/10.2307/3179952.

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