Relevant bibliographies by topics / Storage racks

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Storage racks'

Author: Grafiati
Published: 4 June 2021
Last updated: 4 March 2023

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Journal articles on the topic "Storage racks"

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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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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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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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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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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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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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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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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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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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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Dissertations / Theses on the topic "Storage racks"

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Trouncer, Adam Nevil. "Steel storage racks with locally unstable members." Thesis, The University of Sydney, 2014. http://hdl.handle.net/2123/11814.

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This thesis presents comprehensive studies into locally unstable light-gauge steel structures. The aim of this project was to create guidelines for the design of thin-walled steel structures by analyses which consider the effect of cross-sectional instability. Research was conducted to address the knowledge gap associated with the amplification of second-order effects due to local instabilities, the treatment of imperfections in advanced analysis and the effect of interactive buckling on light gauge steel members. The objectives of this research were achieved through a combination of numerical
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Gao, Yuan. "Seismic Evaluation and Performance Enhancement of Industrial Storage Racks." Case Western Reserve University School of Graduate Studies / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=case1354905983.

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Sabzehzar, Saman. "SEISMIC DESIGN AND EVALUATION OF BASE ISOLATED STEEL STORAGE RACKS." Case Western Reserve University School of Graduate Studies / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=case14847725697335.

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Shaheen, Mahmoud Serageldin Abdelazeem. "Cross-Aisle Seismic Behaviour of Drive-In Steel Storage Racks." Thesis, The University of Sydney, 2017. http://hdl.handle.net/2123/18884.

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Many storage racks fail during earthquakes. Investigations of previous earthquake incidents reported that failures in storage racks were either because of inadequate structural design or because racks were struck by heavy pallet loads falling from the racks as pallets moved and dislodged during the earthquake. This has highlighted the need for robust earthquake design guidelines for steel storage racks. Therefore, the main objective of this thesis project was to study the seismic behaviour of drive-in racks, and particularly to derive the ductility factor for the rack in the cross-aisle direct
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Abdel-Jaber, Mu'tasime. "The influence of semi-rigid connections on the behaviour of beam and column system." Thesis, Oxford Brookes University, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.251665.

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Michael, Robert Joseph. "DESIGN AND DEVELOPMENT OF A SEISMIC ISOLATIONSYSTEM FOR COMMERCIAL STORAGE RACKS." Case Western Reserve University School of Graduate Studies / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=case1370342677.

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Talebian, Nima. "Upright Frame Shear Stiffness and Upright Biaxial Bending in the Design of Cold-Formed Steel Storage Rack-Supported Buildings." Thesis, Griffith University, 2018. http://hdl.handle.net/10072/381685.

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Steel storage racks are commonly used worldwide to store goods on pallets and represent freestanding structures to design. Recently, a new type of storage systems has gained popularity in which the rack system supports both the building enclosure and the stored goods. These new rack structures are referred to as “rack-supported buildings” or “clad racks”. Due to combined actions of wind loading and stored pallets, uprights undergo a combination of biaxial bending and compression. Existing design rules may not be adequate for this type of combined loading. Furthermore in clad racks, as the oute
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Davaee-Markazi, Farid. "Experimental and theoretical analysis of boltless semi-rigid connectors." Thesis, Oxford Brookes University, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.325291.

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Koen, Damien Joseph. "Structural Capacity of Light Gauge Steel Storage Rack Uprights." Thesis, The University of Sydney, 2008. http://hdl.handle.net/2123/3880.

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This report investigates the down-aisle buckling load capacity of steel storage rack uprights. The effects of discrete torsional restraints provided by the frame bracing in the cross-aisle direction is considered in this report. Since current theoretical methods used to predict the buckling capacity of rack uprights appear to be over-conservative and complex, this research may provide engineers an alternative method of design using detailed finite element analysis. In this study, the results from experimental testing of upright frames with K-bracing are compared to finite element predictions
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Koen, Damien Joseph. "Structural Capacity of Light Gauge Steel Storage Rack Uprights." University of Sydney, 2008. http://hdl.handle.net/2123/3880.

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Master of Engineering (Research)<br>This report investigates the down-aisle buckling load capacity of steel storage rack uprights. The effects of discrete torsional restraints provided by the frame bracing in the cross-aisle direction is considered in this report. Since current theoretical methods used to predict the buckling capacity of rack uprights appear to be over-conservative and complex, this research may provide engineers an alternative method of design using detailed finite element analysis. In this study, the results from experimental testing of upright frames with K-bracing are com
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Books on the topic "Storage racks"

1

Ribbert, E. J. Rechnergestützte Planung von Durchlaufregallagern. Springer-Verlag, 1986.

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Certain kitchen appliance shelving and racks from China: Investigation nos. 701-TA-458 and 731-TA-1154 (final). U.S. International Trade Commission, 2009.

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Merritt, Jane. Storage techniques for hanging garments: Padded hangers. National Park Service, Dept. of the Interior, 1994.

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Building Seismic Safety Council (U.S.). Seismic considerations for steel storage racks located in areas accessible to the public. National Institute of Building Sciences, 2005.

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Knapp, Anthony M. Storage techniques for canoe paddles and long-handled tools. National Park Service, Dept. of the Interior, 1994.

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Mark, Benson, and United States. National Aeronautics and Space Administration., eds. Rod gripper, changer, and storage system: ME 4182 final report. George W. Woodruff School of Mechanical Engineering, Georgia Institute of Technology, 1989.

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Hamins, Anthony. Reduced-scale experiments to characterize the suppression of rack-storage commodity fires. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

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Hamins, Anthony. Reduced-scale experiments to characterize the suppression of rack-storage commodity fires. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

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Hamins, Anthony. Reduced-scale experiments to characterize the suppression of rack-storage commodity fires. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

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Hamins, Anthony. Reduced-scale experiments to characterize the suppression of rack-storage commodity fires. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

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Book chapters on the topic "Storage racks"

1

Malhotra, Praveen K. "Seismic Response of Storage Racks." In Seismic Analysis of Structures and Equipment. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-57858-9_7.

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Baldassino, N., M. Bernardi, R. Zandonini, and A. di Gioia. "Full-scale tests of industrial steel storage pallet racks." In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems. CRC Press, 2022. http://dx.doi.org/10.1201/9781003348443-144.

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Baldassino, N., M. Bernardi, R. Zandonini, and A. di Gioia. "Full‐scale tests of industrial steel storage pallet racks." In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems. CRC Press, 2022. http://dx.doi.org/10.1201/9781003348450-144.

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Baldassino, Nadia, Martina Bernardi, Claudio Bernuzzi, Arturo di Gioia, and Marco Simoncelli. "Seismic Performance Monitoring and Identification of Steel Storage Pallet Racks." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-64908-1_42.

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Zhang, Yu, Weidong Rong, Shiwei Wang, Zheng Zheng, and Wenbin Wei. "The Study of Extending AP1000 Spent Fuel Racks’ Storage Capacity." In Proceedings of The 20th Pacific Basin Nuclear Conference. Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-2317-0_29.

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Baldassino, Nadia, Martina Bernardi, Claudio Bernuzzi, Arturo di Gioia, and Marco Simoncelli. "Seismic Performance Monitoring and Identification of Steel Storage Pallet Racks." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-64908-1_42.

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Huang, Z., X. Zhao, and K. S. Sivakumaran. "Experimental tests on the rack-to-spine-bracing joints of high-rise steel storage racks." In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems. CRC Press, 2022. http://dx.doi.org/10.1201/9781003348443-148.

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Huang, Z., X. Zhao, and K. S. Sivakumaran. "Experimental tests on the rack-to-spine-bracing joints of high-rise steel storage racks." In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems. CRC Press, 2022. http://dx.doi.org/10.1201/9781003348450-148.

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Baldassino, Nadia, Martina Bernardi, and Riccardo Zandonini. "Monotonic and Cyclic Behaviour of Base-Plate Joints of Steel Storage Racks: An Experimental Study." In Lecture Notes in Civil Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-03811-2_29.

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Wu, Qinghong, Ying Zhang, and Zongmin Ma. "Optimization of Storage Location Assignment for Fixed Rack Systems." In Web Information Systems and Mining. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-16515-3_5.

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Conference papers on the topic "Storage racks"

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Lu, Daogang, Yu Liu, and Shu Zheng. "Influence of Gap Size on Added Mass for Spent Fuel Storage Rack." In 2018 26th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/icone26-82595.

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Free standing spent fuel storage racks are submerged in water contained with spent fuel pool. During a postulated earthquake, the water surrounding the racks is accelerated and the so-called fluid-structure interaction (FSI) is significantly induced between water, racks and the pool walls[1]. The added mass is an important input parameter for the dynamic structural analysis of the spent fuel storage rack under earthquake[2]. The spent fuel storage rack is different even for the same vendors. Some rack are designed as the honeycomb construction, others are designed as the end-tube-connection co
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Liu, Yu, Yuxuan Zhu, Fei Zhao, Dong Liu, and Daogang Lu. "The BDB-NS Hydrodynamic Model for Porous Spent Fuel Storage Racks Solved by Fourier Spectral Method." In 2022 29th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/icone29-91760.

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Abstract Spent fuel storage racks (rack) are used to store highly radioactive spent fuel. Its seismic design is of great significance for radioactive containment. To reduce the transmission of seismic load, the fuel storage racks (racks) are in a free-standing design, whose bottoms are not fixed with the ground of the spent fuel pool wall. In an earthquake, the rack should not deform significantly to avoid the criticality of the fuel assembly during storage, and the water effect shall be considered. The porous rack design is widely used in the third generation PWR. Under seismic conditions, th
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Johnson, David H., Robert J. Michael, Michael C. Pollino, Joseph D. Redovan, Eric E. Moser, and Blake A. Macdonald. "Development of a Seismic Isolation System for Commercial Storage Racks." In ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-89112.

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This paper provides an overview of an analysis performed on a new base isolation system developed for seismic isolation of steel pallet storage racks. Pallet storage racks are often found in warehousing for material storage and are designed to store materials on pallets in horizontal rows with multiple levels which are accessed by forklift trucks. The new isolation system provides seismic isolation in the cross-aisle direction by incorporating heavily damped elastomeric bearings (referred to here as seismic mounts) and low-friction bearing plates. The objective of the base isolation system is
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He, Xiaoming, Ziqiang Zhu, Changlei Shao, and Ran Huang. "Safety Enhancement Study of CAP1400 Spent Fuel Storage Racks." In ASME 2017 Nuclear Forum collocated with the ASME 2017 Power Conference Joint With ICOPE-17, the ASME 2017 11th International Conference on Energy Sustainability, and the ASME 2017 15th International Conference on Fuel Cell Science, Engineering and Technology. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/nuclrf2017-3164.

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Safety enhancement is essential to spent fuel storage racks of nuclear power plant after Fukushima accident. Criticality safety, cooling safety and structural safety enhancement for CAP1400 (a larger advanced pressurized water reactor developed by China) spent fuel storage racks of are proposed and prominent results have been obtained. The criticality analysis results indicate that neutron absorber insert is efficient to increase criticality safety of storage rack. The CFD simulation and seismic analysis reveal that these storage racks can meet the cooling safety and structural integrity requi
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Tsai, YaoLong, TaiPing Tsai, ChaoJen Li, Li-Hua Wang, TeWei Fan, and ChangPin Chou. "Dynamic Analysis of Including New Loads on Spent Fuel Storage Rack." In 18th International Conference on Nuclear Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/icone18-29721.

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The safety evaluation of spent fuel storage rack is performed for many power companies on the seismic loading previously. However, due to the inclusion of new loads. i.e., Safety/Relief Valve Actuation (SRV) and Loss-of-Coolant Accident (LOCA), the reevaluation is required according to the regulations of NRC and AEC. Instead of simplifying one rack as one beam with many degrees of freedom, all racks in the pool are discretized by the shell elements in ANSYS. In addition, hydrodynamic mass model between racks and between fuel and rack are included.
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Takaki, Yu, Katsuhiko Taniguchi, Junichi Kishimoto, et al. "Seismic Design of Free Standing Racks in Japanese Nuclear Power Plants." In ASME 2017 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/pvp2017-65740.

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The free standing racks are spent fuel storage racks with self-sustained structure without fixation to the pit floor or pit walls. If a free standing rack receives a force to move it due to an earthquake, the force acting on each member of the rack is reduced in compared to the floor-anchored racks owing to sliding of the free standing rack. Now it is planned to exchange the existing floor-anchored racks with the free standing racks to secure higher seismic resistance. In previous studies, efforts were made to establish a behavior analysis model that allows for evaluation of sliding and rockin
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Oh, Jinho, Jeong-Soo Ryu, and Young-Ki Kim. "Structural Integrity Evaluation of Spent Fuel Storage Racks and Support Frame for a Research Reactor." In 2012 20th International Conference on Nuclear Engineering and the ASME 2012 Power Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/icone20-power2012-54146.

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The objective of this study is to design the spent fuel storage rack (SFSR) and their support frame as well as to evaluate the structural integrity of those during and after the seismic events. The main function of these racks is to store and protect the irradiated fuel assemblies generated during the operation of the research reactor. Their support frame is used for maintaining the structural stability of these racks. The SFSRs and their support frame are classified into safety class NNS and seismic category I according with ANSI 51.1 [1] and Regulatory Guide 1.29 [2]. The design of those has
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Yun, Ling, Li Lei, Xue Rongjun, Qian Hao, Ge Honghui, and Shang Ziduan. "Fluid-Structure Interaction Numerical Analysis of the Spent Fuel Pool and Storage Racks Under Earthquake." In 2017 25th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/icone25-67136.

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Spent fuel pool and storage racks are important nuclear security structures and components. In order to prevent it from structural failure, which includes the loss of the structural integrity of the spent fuel pool and stability of the spent fuel storage racks, also includes the possibility of fallen down of storage racks under seismic loading. Besides the necessary static analysis of structures, the influence of seismic loading on the interaction between water and structure should be fully considered, Especially concerned the analysis of the shaking effect of water sloshing on the storage rac
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Stockus, Tauras, and Tzong-Ying Hao. "Seismic Analysis and Design for Wine Barrel Storage Racks." In Structures Congress 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480410.062.

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Heo, GwangHee, ChungGil Kim, YongSuk Kim, ChaeRin Park, and ByeongChan Ko. "SEISMIC PERFORMANCE IMPROVEMENT OF STORAGE RACKS USING VISCOELASTIC DAMPERS." In 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2019. http://dx.doi.org/10.7712/120119.7217.18958.

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Reports on the topic "Storage racks"

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Erickson, D. G. ,. Westinghouse Hanford. CSER 96-028: PFP vault number 2 storage racks. Office of Scientific and Technical Information (OSTI), 1996. http://dx.doi.org/10.2172/325117.

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Kessinger, G. F. Decontamination of FAST (CPP-666) fuel storage area stainless steel fuel storage racks. Office of Scientific and Technical Information (OSTI), 1993. http://dx.doi.org/10.2172/142496.

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Miller, G. K. Independent review of design and analysis for Holtec spent fuel storage racks of CPP 666 Pool 1. Office of Scientific and Technical Information (OSTI), 1996. http://dx.doi.org/10.2172/225067.

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Miller, E. M. CSER 79-028, Addendum 2: Security bar addition to pedestal storage racks in Room 3 in 2736-Z Building. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/10104913.

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Howe, P. M. Rack for Temporary Storage of 105 mm HEAT Ammunition. Defense Technical Information Center, 1985. http://dx.doi.org/10.21236/ada154274.

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Nitzel, M. E., and R. G. Rahl. Analysis of ICPP fuel storage rack inner tie and corner tie substructures. Office of Scientific and Technical Information (OSTI), 1996. http://dx.doi.org/10.2172/205586.

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Hamins, Anthony, and Kevin McGrattan. Reduced-scale experiments to characterize the suppression of rack-storage commodity fires. National Institute of Standards and Technology, 1999. http://dx.doi.org/10.6028/nist.ir.6439.

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DEVELOPMENT AND APPLICATION OF A MECHANICAL MODEL OF BEAM-TO-COLUMN CONNECTIONS OF STEEL STORAGE RACKS. The Hong Kong Institute of Steel Construction, 2019. http://dx.doi.org/10.18057/ijasc.2019.15.3.10.

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9

Lumber company employee falls 48" from storage rack to his death. U.S. Department of Health and Human Services, Public Health Service, Centers for Disease Control and Prevention, National Institute for Occupational Safety and Health, 1999. http://dx.doi.org/10.26616/nioshsface98ky115.

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10

Warehouse supervisor dies after being caught between a pallet stacking machine and a storage rack support - Virginia, July 9, 1992. U.S. Department of Health and Human Services, Public Health Service, Centers for Disease Control and Prevention, National Institute for Occupational Safety and Health, 1993. http://dx.doi.org/10.26616/nioshface9226.

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