Littérature scientifique sur le sujet « Industrial steel storage rack »
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Articles de revues sur le sujet "Industrial steel storage rack"
Rafiqul Haque, A. B. M., et M. Shahria Alam. « Direct Displacement-Based Design of Industrial Rack Clad Buildings ». Earthquake Spectra 29, no 4 (novembre 2013) : 1311–34. http://dx.doi.org/10.1193/080611eqs195m.
Texte intégralRiumin, V., Y. Solodovnik et K. Riumina. « DETERMINATION OF BASE PLATE STIFFNESS OF STEEL STORAGE RACKS ». Municipal economy of cities 4, no 171 (17 octobre 2022) : 63–69. http://dx.doi.org/10.33042/2522-1809-2022-4-171-63-69.
Texte intégralNeiva, Luiz, Juliane Aparecida Braz Starlino, Guilherme Elias, Arlene Maria Cunha Sarmanho et Vinícius Nicchio Alves. « Industrial storage system continuous perforated uprights : a combined design proposal ». Revista de la construcción 21, no 2 (2022) : 204–14. http://dx.doi.org/10.7764/rdlc.21.2.204.
Texte intégralSarawit, Andrew T., et Teoman Peköz. « Notional load method for industrial steel storage racks ». Thin-Walled Structures 44, no 12 (décembre 2006) : 1280–86. http://dx.doi.org/10.1016/j.tws.2007.01.003.
Texte intégralÁlvarez, Oscar, Nelson Maureira, Eduardo Nuñez, Frank Sanhueza et Ángel Roco-Videla. « Numerical Study on Seismic Response of Steel Storage Racks with Roller Type Isolator ». Metals 11, no 1 (16 janvier 2021) : 158. http://dx.doi.org/10.3390/met11010158.
Texte intégralCrosier, Jeff, Mark Hannah et 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 (31 décembre 2010) : 425–28. http://dx.doi.org/10.5459/bnzsee.43.4.425-428.
Texte intégralJeon, Jong-Su, Hyoungsuk Choi, Youngdeuk Seo, Chunggil Kim et Gwanghee Heo. « Seismic Performance of Steel Industrial Storage Racks Subjected to Korea Earthquakes ». Journal of the Earthquake Engineering Society of Korea 22, no 3 (30 avril 2018) : 149–60. http://dx.doi.org/10.5000/eesk.2018.22.3.149.
Texte intégralBasaglia, Cilmar, et Dinar Camotim. « Buckling Analysis of Thin-Walled Steel Structural Systems Using Generalized Beam Theory (GBT) ». International Journal of Structural Stability and Dynamics 15, no 01 (janvier 2015) : 1540004. http://dx.doi.org/10.1142/s0219455415400040.
Texte intégralClifton, Charles, Michel Bruneau, Greg MacRae, Roberto Leon et Alistair Fussell. « Steel structures damage from the Christchurch earthquake series of 2010 and 2011 ». Bulletin of the New Zealand Society for Earthquake Engineering 44, no 4 (31 décembre 2011) : 297–318. http://dx.doi.org/10.5459/bnzsee.44.4.297-318.
Texte intégralFreitas, A. M. S., M. S. R. Freitas et F. T. Souza. « Analysis of steel storage rack columns ». Journal of Constructional Steel Research 61, no 8 (août 2005) : 1135–46. http://dx.doi.org/10.1016/j.jcsr.2005.02.004.
Texte intégralThèses sur le sujet "Industrial steel storage rack"
Bernardi, Martina. « Industrial steel storage racks subjected to static and seismic actions : an experimental and numerical study ». Doctoral thesis, Università degli studi di Trento, 2021. http://hdl.handle.net/11572/322402.
Texte intégralGusella, Federico [Verfasser], Klaus [Akademischer Betreuer] Thiele et 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.
Texte intégralGusella, Federico Verfasser], Klaus [Akademischer Betreuer] [Thiele et 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.
Texte intégralKoen, Damien Joseph. « Structural Capacity of Light Gauge Steel Storage Rack Uprights ». Thesis, The University of Sydney, 2008. http://hdl.handle.net/2123/3880.
Texte intégralKoen, Damien Joseph. « Structural Capacity of Light Gauge Steel Storage Rack Uprights ». University of Sydney, 2008. http://hdl.handle.net/2123/3880.
Texte intégralThis 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 of displacements and maximum axial loads. The finite element analysis is then used to determine the buckling loads on braced and un-braced uprights of various lengths. The upright capacities can then be compared with standard design methods which generally do not accurately take into account the torsional resistance that the cross-aisle frame bracing provides to the upright. The information contained in this report would be beneficial to engineers or manufacturers who are involved in the design of rack uprights or other discretely braced complex light gauge steel members subject to axial loads.
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.
Texte intégralSabzehzar, 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.
Texte intégralTalebian, 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.
Texte intégralThesis (PhD Doctorate)
Doctor of Philosophy (PhD)
School of Eng & Built Env
Science, Environment, Engineering and Technology
Full Text
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.
Texte intégralCOSTA, GIULIA. « Accelerated carbonation of minerals and industrial residues for carbon dioxide storage ». Doctoral thesis, Università degli Studi di Roma "Tor Vergata", 2009. http://hdl.handle.net/2108/1003.
Texte intégralCarbonation of specific types of minerals and anthropogenically derived products, such as cement or lime binders, is a well known naturally occurring process which exerts several significant effects on alkaline materials, including specifically: CO2 uptake by formation of a solid and thermodynamically stable carbonate phase, pH decrease and modifications of the leaching behaviour of the material, besides variations of some of its physical and mechanical properties. Since the kinetics of this reaction is very slow at ambient conditions, to exploit some of the above mentioned effects of chemical weathering for developing specific engineered processes, such as waste chemical stabilization and CO2 mineral storage, carbonation processes carried out under selected and controlled operational conditions have been developed, in order to significantly increase the kinetics of the reactions involved. Depending on the application of the process and the selected material, different operating conditions have been employed and several process routes have been tested. The main objective of this doctoral thesis was to investigate the accelerated carbonation process applied both to minerals and industrial residues in order to gain new insight on the key reaction mechanisms for each type of material. Regarding accelerated carbonation of minerals, the effects of the presence of high pressure CO2 (up to 100 bar) and salinity on olivine dissolution kinetics at 120 °C in a stirred flow-through reactor were specifically investigated, in order to assess whether these parameters may exert an enhancing or inhibiting effect on the kinetics of Mg dissolution. Batch carbonation experiments on humidified material (with liquid to solid ratios < 1 l/kg) at mild operating conditions (temperature of 30-50 °C and CO2 pressure of 1-10 bar) were specifically carried out on waste incineration residues such as bottom ash (BA) and air pollution control (APC) residues, as well as on stainless steel slag. The objectives of this study were essentially threefold: to assess the CO2 storage capacity achievable for each type of industrial residue correlating it to the particle size and to the chemical composition of the samples; to study the influence of the main operational parameters (temperature, pressure and liquid to solid ratio) on reaction kinetics; and finally to investigate the effects of carbonation on the mineralogy and leaching behaviour of the residues. The study on olivine dissolution kinetics showed that, under all the examined operating conditions (pH range 3-8), the only factor governing the specific dissolution rate was the pH of the solution. Hence CO2 pressure and salinity appeared to influence olivine dissolution kinetics only indirectly, by affecting the final pH of the solution. This is a significant finding, since it implies that carbonate precipitation, which occurs in presence of high pressure CO2 at pH values above 6, and olivine dissolution could theoretically be carried out in the same reactor without inhibition effects on Mg dissolution kinetics. As for the effects of accelerated carbonation on the leaching behaviour of the studied alkaline residues, significant results were obtained in particular for the BA and APC residues; for both types of materials, accelerated carbonation showed to exert a strong immobilization effect on Pb, Zn and Cu, which were among the critical elements in terms of heavy metal leaching for both types of untreated residues. For APC ash, chemical speciation modelling indicated a change in the solubility-controlling minerals from the untreated to the carbonated ash. For the latter, metal release was found to be clearly controlled by a number of carbonate minerals, indicating the potential of the carbonation process to convert the initial metal-containing minerals into generally less soluble carbonate forms, with positive implications on the environmental behaviour of the ash. Significant CO2 uptakes were achieved in particular for the APC ash (250 g/kg residue); however, owing due to the meagre quantities of this material generated in incineration plants compared to CO2 emissions, accelerated carbonation of this type of industrial residues, as well as of bottom ash, does not appear to be a feasible process for CO2 storage. Accelerated carbonation of stainless steel slag instead, appears to be an interesting technique for carrying out mineral storage of carbon dioxide in industrial facilities using part of the waste streams generated in the same plant, although more severe operating conditions than those used in this work should be applied in order to increase the CO2 uptake of the slag.
Livres sur le sujet "Industrial steel storage rack"
Safety in the storage and handling of steel and other metal stock. Sudbury : HSE Books, 2004.
Trouver le texte intégralDigrado, Brian D., et Gregory A. Thorp. Aboveground Steel Storage Tank Handbook. Wiley & Sons, Incorporated, John, 2007.
Trouver le texte intégralDigrado, Brian D., et Gregory A. Thorp. The Aboveground Steel Storage Tank Handbook. Wiley, 1995.
Trouver le texte intégralChapitres de livres sur le sujet "Industrial steel storage rack"
Baldassino, N., M. Bernardi, R. Zandonini et A. di Gioia. « Full-scale tests of industrial steel storage pallet racks ». Dans 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.
Texte intégralBaldassino, N., M. Bernardi, R. Zandonini et A. di Gioia. « Full‐scale tests of industrial steel storage pallet racks ». Dans 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.
Texte intégralDai, L., et X. Zhao. « Experimental investigation on steel storage rack beam-to-upright connections under cyclic loading ». Dans 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.
Texte intégralGuerrini, Gabriele, Francesco Graziotti et Andrea Penna. « Shake-Table Tests on an Industrial Steel Rack Isolated with Innovative Modular Devices ». Dans Lecture Notes in Civil Engineering, 853–63. Cham : Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-21187-4_74.
Texte intégralHuang, Z., X. Zhao et K. S. Sivakumaran. « Experimental investigation of the rack-to-bracing joints between the high-rise steel storage rack frames and the independent bracing towers ». Dans 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.
Texte intégralHuang, Z., X. Zhao et K. S. Sivakumaran. « Experimental investigation of the rack-to-bracing joints between the high-rise steel storage rack frames and the independent bracing towers ». Dans Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems, 347–48. London : CRC Press, 2022. http://dx.doi.org/10.1201/9781003348450-163.
Texte intégralChasapi, Margarita. « The Eurocode Approach to Seismic Design of Liquid-Filled Steel Storage Tanks ». Dans Seismic Design of Industrial Facilities, 391–401. Wiesbaden : Springer Fachmedien Wiesbaden, 2013. http://dx.doi.org/10.1007/978-3-658-02810-7_33.
Texte intégralHuang, Z., X. Zhao et K. S. Sivakumaran. « Experimental tests on the rack-to-spine-bracing joints of high-rise steel storage racks ». Dans 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.
Texte intégralHuang, Z., X. Zhao et K. S. Sivakumaran. « Experimental tests on the rack-to-spine-bracing joints of high-rise steel storage racks ». Dans 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.
Texte intégralNagy, Zsolt, et Annabella Sánduly. « Upright Base Connection Impact on Structural Design of Steel Storage Rack Systems in Seismic Zones ». Dans Lecture Notes in Civil Engineering, 1124–32. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-03811-2_125.
Texte intégralActes de conférences sur le sujet "Industrial steel storage rack"
Bernuzzi, Claudio, et Marco Simoncelli. « Advanced seismic design for storage pallet rack steel frames ». Dans INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS ICNAAM 2020. AIP Publishing, 2022. http://dx.doi.org/10.1063/5.0081415.
Texte intégralAlavi, Babak, et Akshay Gupta. « Performance-Based Seismic Design of an Industrial Storage Rack System ». Dans Structures Congress 2008. Reston, VA : American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41016(314)204.
Texte intégralHuang, Sheng, Oon Peen Gan, Sethu Jose et Mo Li. « Localization for industrial warehouse storage rack using passive UHF RFID system ». Dans 2017 22nd IEEE International Conference on Emerging Technologies and Factory Automation (ETFA). IEEE, 2017. http://dx.doi.org/10.1109/etfa.2017.8247643.
Texte intégralHe, Xiaoming, Ziqiang Zhu, Changlei Shao et Ran Huang. « Additive Manufacturing of Spent Fuel Storage Rack Model by Selective Laser Melting ». Dans 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.
Texte intégralGabbianelli, Giammaria, Daniele Perrone, Emanuele Brunesi et Ricardo Monteiro. « Seismic Fragility Assessment of Steel Industrial Storage Tanks ». Dans ASME 2022 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/pvp2022-84961.
Texte intégralHuang, Sheng, et Zheng Hua Shi. « An Application of Autonomous Learning Multimodel System for Localization in Industrial Warehouse Storage Rack ». Dans 2019 18th IEEE International Conference On Machine Learning And Applications (ICMLA). IEEE, 2019. http://dx.doi.org/10.1109/icmla.2019.00097.
Texte intégralBaldassino, Nadia, Martina Bernardi et Riccardo Zandonini. « An experimental investigation on base-plate joints of steel storage pallet racks ». Dans 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.
Texte intégralJohnson, David H., Robert J. Michael, Michael C. Pollino, Joseph D. Redovan, Eric E. Moser et Blake A. Macdonald. « Development of a Seismic Isolation System for Commercial Storage Racks ». Dans ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-89112.
Texte intégralA., Di Carluccio, Fabbrocino G. et Manfredi G. « Full Stress Analysis of Steel Storage Industrial Equipments under Seismic Loading ». Dans 4th International Conference on Steel & Composite Structures. Singapore : Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_ss-fr006.
Texte intégralLYU, Zhi Jun, Pei Cai ZHAO, Qian XIANG, Meng WU et Jun GU. « NUMERICAL EVALUATION OF THE SEISMIC RESPONSE OF STEEL STORAGE RACK BEAM-TO-COLUMN CONNECTIONS BASED ON FINITE ELEMENT ANALYSIS ». Dans The 16th World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures. Russian Association for Earthquake Engineering and Protection from Natural and Manmade Hazards, 2019. http://dx.doi.org/10.37153/2686-7974-2019-16-952-961.
Texte intégralRapports d'organisations sur le sujet "Industrial steel storage rack"
Muelaner, Jody Emlyn. Unsettled Issues in Electrical Demand for Automotive Electrification Pathways. SAE International, janvier 2021. http://dx.doi.org/10.4271/epr2021004.
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