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Artykuły w czasopismach na temat "Steel storage racks"
Deng, Tianyang, Yu Niu, Lingfeng Yin, Zhiqiang Lin i Zhanjie Li. "Load Distribution Optimization of Steel Storage Rack Based on Genetic Algorithm". Buildings 12, nr 11 (24.10.2022): 1782. http://dx.doi.org/10.3390/buildings12111782.
Pełny tekst źródłaCheng, Bo, i Zhen Yu Wu. "Experimental Study on Lateral Stiffness and Dynamic Properties of Steel Drive-in Storage Racks". Applied Mechanics and Materials 351-352 (sierpień 2013): 730–33. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.730.
Pełny tekst źródłaRafiqul Haque, A. B. M., i M. Shahria Alam. "Direct Displacement-Based Design of Industrial Rack Clad Buildings". Earthquake Spectra 29, nr 4 (listopad 2013): 1311–34. http://dx.doi.org/10.1193/080611eqs195m.
Pełny tekst źródłaBernuzzi, Claudio, Giammaria Gabbianelli, Armando Gobetti i Alessandro Rosti. "Beam design for steel storage racks". Journal of Constructional Steel Research 116 (styczeń 2016): 156–72. http://dx.doi.org/10.1016/j.jcsr.2015.09.007.
Pełny tekst źródłaFiliatrault, Andre, Peter S. Higgins, Assawin Wanitkorkul, James A. Courtwright i Robert Michael. "Experimental Seismic Response of Base Isolated Pallet-Type Steel Storage Racks". Earthquake Spectra 24, nr 3 (sierpień 2008): 617–39. http://dx.doi.org/10.1193/1.2942375.
Pełny tekst źródłaCrosier, Jeff, Mark Hannah i David Mukai. "Damage to steel storage racks in industrial buildings in the Darfield earthquake". Bulletin of the New Zealand Society for Earthquake Engineering 43, nr 4 (31.12.2010): 425–28. http://dx.doi.org/10.5459/bnzsee.43.4.425-428.
Pełny tekst źródłaFiliatrault, André, Robert E. Bachman i Michael G. Mahoney. "Performance-Based Seismic Design of Pallet-Type Steel Storage Racks". Earthquake Spectra 22, nr 1 (luty 2006): 47–64. http://dx.doi.org/10.1193/1.2150233.
Pełny tekst źródłaBernuzzi, Claudio, Claudia Pellegrino i Marco Simoncelli. "Characterization of Existing Steel Racks via Dynamic Identification". Buildings 11, nr 12 (1.12.2021): 603. http://dx.doi.org/10.3390/buildings11120603.
Pełny tekst źródłaRASMUSSEN, K. J. R., i B. P. GILBERT. "ANALYSIS-BASED 2D DESIGN OF STEEL STORAGE RACKS". International Journal of Structural Stability and Dynamics 11, nr 05 (październik 2011): 929–47. http://dx.doi.org/10.1142/s0219455411004403.
Pełny tekst źródłaCheng, Bo, i Zhenyu Wu. "Investigation of Shear Stiffness of Spine Bracing Systems in Selective Pallet Racks". Open Construction and Building Technology Journal 9, nr 1 (29.05.2015): 1–6. http://dx.doi.org/10.2174/1874836801509010001.
Pełny tekst źródłaRozprawy doktorskie na temat "Steel storage racks"
Trouncer, Adam Nevil. "Steel storage racks with locally unstable members". Thesis, The University of Sydney, 2014. http://hdl.handle.net/2123/11814.
Pełny tekst źródłaSabzehzar, 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.
Pełny tekst źródłaShaheen, 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.
Pełny tekst źródłaKoen, Damien Joseph. "Structural Capacity of Light Gauge Steel Storage Rack Uprights". Thesis, The University of Sydney, 2008. http://hdl.handle.net/2123/3880.
Pełny tekst źródłaKoen, Damien Joseph. "Structural Capacity of Light Gauge Steel Storage Rack Uprights". University of Sydney, 2008. http://hdl.handle.net/2123/3880.
Pełny tekst źródłaThis 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.
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.
Pełny tekst źródłaThesis (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.
Pełny tekst źródłaGusella, Federico [Verfasser], Klaus [Akademischer Betreuer] Thiele i 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.
Pełny tekst źródłaGusella, Federico Verfasser], Klaus [Akademischer Betreuer] [Thiele i 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.
Pełny tekst źródłaKsiążki na temat "Steel storage racks"
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.
Znajdź pełny tekst źródłaCzęści książek na temat "Steel storage racks"
Baldassino, N., M. Bernardi, R. Zandonini i A. di Gioia. "Full-scale tests of industrial steel storage pallet racks". W 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.
Pełny tekst źródłaBaldassino, N., M. Bernardi, R. Zandonini i A. di Gioia. "Full‐scale tests of industrial steel storage pallet racks". W 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.
Pełny tekst źródłaBaldassino, Nadia, Martina Bernardi, Claudio Bernuzzi, Arturo di Gioia i Marco Simoncelli. "Seismic Performance Monitoring and Identification of Steel Storage Pallet Racks". W Lecture Notes in Civil Engineering, 447–55. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-64908-1_42.
Pełny tekst źródłaBaldassino, Nadia, Martina Bernardi, Claudio Bernuzzi, Arturo di Gioia i Marco Simoncelli. "Seismic Performance Monitoring and Identification of Steel Storage Pallet Racks". W Lecture Notes in Civil Engineering, 447–55. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-64908-1_42.
Pełny tekst źródłaHuang, Z., X. Zhao i K. S. Sivakumaran. "Experimental tests on the rack-to-spine-bracing joints of high-rise steel storage racks". W 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.
Pełny tekst źródłaHuang, Z., X. Zhao i K. S. Sivakumaran. "Experimental tests on the rack-to-spine-bracing joints of high-rise steel storage racks". W 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.
Pełny tekst źródłaBaldassino, Nadia, Martina Bernardi i Riccardo Zandonini. "Monotonic and Cyclic Behaviour of Base-Plate Joints of Steel Storage Racks: An Experimental Study". W Lecture Notes in Civil Engineering, 303–10. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-03811-2_29.
Pełny tekst źródłaDai, L., i X. Zhao. "Experimental investigation on steel storage rack beam-to-upright connections under cyclic loading". W 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.
Pełny tekst źródłaNagy, Zsolt, i Annabella Sánduly. "Upright Base Connection Impact on Structural Design of Steel Storage Rack Systems in Seismic Zones". W Lecture Notes in Civil Engineering, 1124–32. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-03811-2_125.
Pełny tekst źródłaHuang, Z., X. Zhao i K. S. Sivakumaran. "Experimental investigation of the rack-to-bracing joints between the high-rise steel storage rack frames and the independent bracing towers". W 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.
Pełny tekst źródłaStreszczenia konferencji na temat "Steel storage racks"
Johnson, David H., Robert J. Michael, Michael C. Pollino, Joseph D. Redovan, Eric E. Moser i Blake A. Macdonald. "Development of a Seismic Isolation System for Commercial Storage Racks". W ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-89112.
Pełny tekst źródłaAdamakos, K., S. Avgerinou i I. Vayas. "ESTIMATION OF THE BEHAVIOR FACTOR OF STEEL STORAGE PALLET RACKS". W 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.
Pełny tekst źródłaBaldassino, Nadia, Martina Bernardi i Riccardo Zandonini. "An experimental investigation on base-plate joints of steel storage pallet racks". W 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.
Pełny tekst źródłaYun, Ling, Li Lei, Xue Rongjun, Qian Hao, Ge Honghui i Shang Ziduan. "Fluid-Structure Interaction Numerical Analysis of the Spent Fuel Pool and Storage Racks Under Earthquake". W 2017 25th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/icone25-67136.
Pełny tekst źródłaOh, Jinho, Jeong-Soo Ryu i Young-Ki Kim. "Structural Integrity Evaluation of Spent Fuel Storage Racks and Support Frame for a Research Reactor". W 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.
Pełny tekst źródłaTang, Gan, Peng Wang, Zhanjie Li, Lingfeng Yin i Jianwei Fu. "A Simplified Computational Model for Beam-Type Steel Storage Racks Based on Modal and Seismic Analyses". W 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.
Pełny tekst źródłaEbert, K., H. Königshofen, M. Osthoff, C. Verpoort, H. Poredda, U. Gebauer, G. Kissner i H. Gedon. "Instandsetzung von verschleißgeschädigten Zylinderoberflächen durch Thermisches Spritzen (Repair of Damaged Cylinder Surfaces by Thermal Spraying)". W ITSC 1999, redaktorzy E. Lugscheider i P. A. Kammer. Verlag für Schweißen und verwandte Verfahren DVS-Verlag GmbH, 1999. http://dx.doi.org/10.31399/asm.cp.itsc1999p0005.
Pełny tekst źródłaBernuzzi, Claudio, i Marco Simoncelli. "Advanced seismic design for storage pallet rack steel frames". W INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS ICNAAM 2020. AIP Publishing, 2022. http://dx.doi.org/10.1063/5.0081415.
Pełny tekst źródłaNotohardjono, Budy, Richard Ecker i Shawn Canfield. "Dynamics Modeling and Analysis of Riveted Mainframe Computer Structure". W ASME 2017 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/pvp2017-65140.
Pełny tekst źródłaHe, Xiaoming, Ziqiang Zhu, Changlei Shao i Ran Huang. "Additive Manufacturing of Spent Fuel Storage Rack Model by Selective Laser Melting". W 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.
Pełny tekst źródłaRaporty organizacyjne na temat "Steel storage racks"
Kessinger, G. F. Decontamination of FAST (CPP-666) fuel storage area stainless steel fuel storage racks. Office of Scientific and Technical Information (OSTI), październik 1993. http://dx.doi.org/10.2172/142496.
Pełny tekst źródłaDEVELOPMENT AND APPLICATION OF A MECHANICAL MODEL OF BEAM-TO-COLUMN CONNECTIONS OF STEEL STORAGE RACKS. The Hong Kong Institute of Steel Construction, wrzesień 2019. http://dx.doi.org/10.18057/ijasc.2019.15.3.10.
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