Relevant bibliographies by topics / Steel storage racks

Contents

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

Academic literature on the topic 'Steel storage racks'

Author: Grafiati
Published: 4 June 2021
Last updated: 20 February 2023

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Journal articles on the topic "Steel storage racks"

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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 (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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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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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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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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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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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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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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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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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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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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Dissertations / Theses on the topic "Steel 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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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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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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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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Dai, Liusi. "The Hysteretic Behaviour of Beam-to-upright Connections and Their Role in Predicting the Structural Response of Steel Storage Racks under Seismic Action." Thesis, The University of Sydney, 2018. http://hdl.handle.net/2123/19645.

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The objective of the research is to investigate the hysteretic behaviour of beam-to-upright connections commonly used in cold-formed steel storage racks, and their role in predicting the structural response of steel storage racks under seismic action. The mechanical beam-to-upright connections are commonly utilised for their convenience in assembly and adjustment. Steel storage racks are slender structures which are sensitive to the second-order effect. The static and dynamic performance of rack structures are thus significantly influenced by the behaviour of connections. Due to the complex na
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Gusella, Federico [Verfasser], Klaus [Akademischer Betreuer] Thiele, and Maurizio [Akademischer Betreuer] Orlando. "On the mechanical behavior of steel rack connections and its influence on the seismic response of industrial storage systems / Federico Gusella ; Klaus Thiele, Maurizio Orlando." Braunschweig : Technische Universität Braunschweig, 2021. http://d-nb.info/1225038286/34.

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Gusella, Federico Verfasser], Klaus [Akademischer Betreuer] [Thiele, and Maurizio [Akademischer Betreuer] Orlando. "On the mechanical behavior of steel rack connections and its influence on the seismic response of industrial storage systems / Federico Gusella ; Klaus Thiele, Maurizio Orlando." Braunschweig : Technische Universität Braunschweig, 2021. http://d-nb.info/1225038286/34.

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Books on the topic "Steel storage racks"

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

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Book chapters on the topic "Steel storage racks"

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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, 881–86. London: 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, 309–10. London: 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, 447–55. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-64908-1_42.

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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, 447–55. Cham: 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, 907–12. London: 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, 317–18. London: 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, 303–10. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-03811-2_29.

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Dai, L., and X. Zhao. "Experimental investigation on steel storage rack beam-to-upright connections under cyclic loading." In Insights and Innovations in Structural Engineering, Mechanics and Computation, 1068–73. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-176.

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Nagy, Zsolt, and Annabella Sánduly. "Upright Base Connection Impact on Structural Design of Steel Storage Rack Systems in Seismic Zones." In Lecture Notes in Civil Engineering, 1124–32. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-03811-2_125.

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Huang, Z., X. Zhao, and K. S. Sivakumaran. "Experimental investigation of the rack-to-bracing joints between the high-rise steel storage rack frames and the independent bracing towers." In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems, 1001–5. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003348443-163.

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Conference papers on the topic "Steel storage racks"

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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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Adamakos, K., S. Avgerinou, and I. Vayas. "ESTIMATION OF THE BEHAVIOR FACTOR OF STEEL STORAGE PALLET RACKS." In 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2014. http://dx.doi.org/10.7712/120113.4673.c1118.

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Baldassino, Nadia, Martina Bernardi, and Riccardo Zandonini. "An experimental investigation on base-plate joints of steel storage pallet racks." In IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.0594.

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&lt;p&gt;Adjustable storage pallet racks are framed structures commonly made of cold-formed steel profiles. The performance of these structures is strongly influenced by the beam-to-column and the base- plate joints behaviour. The key role of joints is even more significant in seismic loading conditions. The complexity of their non-linear and non-symmetric behaviour calls for their experimental characterisation both in monotonic and cyclic range. In recent years, attention has been paid to the study of beam-to-column joints, while the knowledge on the base-plate joints response is still quite
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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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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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Tang, Gan, Peng Wang, Zhanjie Li, Lingfeng Yin, and Jianwei Fu. "A Simplified Computational Model for Beam-Type Steel Storage Racks Based on Modal and Seismic Analyses." In Proceedings of the 2018 7th International Conference on Sustainable Energy and Environment Engineering (ICSEEE 2018). Paris, France: Atlantis Press, 2019. http://dx.doi.org/10.2991/icseee-18.2019.96.

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Ebert, K., H. Königshofen, M. Osthoff, C. Verpoort, H. Poredda, U. Gebauer, G. Kissner, and H. Gedon. "Instandsetzung von verschleißgeschädigten Zylinderoberflächen durch Thermisches Spritzen (Repair of Damaged Cylinder Surfaces by Thermal Spraying)." In ITSC 1999, edited by E. Lugscheider and P. A. Kammer. Verlag für Schweißen und verwandte Verfahren DVS-Verlag GmbH, 1999. http://dx.doi.org/10.31399/asm.cp.itsc1999p0005.

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Abstract The German Army is using the Sikorsky helicopter Typ CH-53 G in the marine version, this means that the tail with the rear rotor can be folded sidewise in order to safe space during storage. During flight the fuselage is locked by two gear racks that slide in the bore hole of an aluminium housing. Due to the high friction during the movement of the steel racks the inner bore surface is damaged of up to 1 mm depth. In this paper the repair of this inner surface of the bore by arc-wire spraying is described. A special gun extension was developed so that the narrow bore (diameter 48 mm;
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Bernuzzi, Claudio, and Marco Simoncelli. "Advanced seismic design for storage pallet rack steel frames." In INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS ICNAAM 2020. AIP Publishing, 2022. http://dx.doi.org/10.1063/5.0081415.

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Notohardjono, Budy, Richard Ecker, and Shawn Canfield. "Dynamics Modeling and Analysis of Riveted Mainframe Computer Structure." In ASME 2017 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/pvp2017-65140.

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A typical mainframe computer rack is narrow, tall and long. In certain installations, during its functional operation, the server can be subjected to earthquake events. The rack is a steel structure joined together with steel rivets. One of the rack’s functions is to protect the critical components such as the processor, input-output and storage drawers from excessive motion by minimizing the amount of deflection. The riveted joints pose a challenge in accurately representing more than three thousand joints in a finite element (FE) model. In the FE model, bonding together sheet metal regions a
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He, Xiaoming, Ziqiang Zhu, Changlei Shao, and Ran Huang. "Additive Manufacturing of Spent Fuel Storage Rack Model by Selective Laser Melting." In ASME 2018 Nuclear Forum collocated with the ASME 2018 Power Conference and the ASME 2018 12th International Conference on Energy Sustainability. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/nuclrf2018-7409.

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Additive Manufacturing (AM) can fabricate 3D complex functional parts, which can reduce material waste and increase manufacturing efficiency significantly. These benefits make AM technique suitable for some critical industry applications. Confident application of the AM technique requires whole understanding of AM parts’ properties. Safety and economics are essential to nuclear power plant. In this study, an innovative 316L stainless steel spent fuel storage rack with integrative structure was designed, and a small model of this rack was fabricated by selective laser melting (SLM), mechanical
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Reports on the topic "Steel storage racks"

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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), October 1993. http://dx.doi.org/10.2172/142496.

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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, September 2019. http://dx.doi.org/10.18057/ijasc.2019.15.3.10.

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