Development of crane load codes on the basis of experimental research
Keywords:
building design codes, bridge crane, overhead crane, crane load, normative load, design load
Abstract
The buildings and structures reliability and safety largely depend on a proper understanding of the nature and quantitative description and rationing of loads on building structures, including crane loads. Most of the parameters of the crane load codes have a probabilistic nature and require the use of statistical methods to substantiate them. These methods are constantly changing and evolving together with the regular revision of building design codes. Analysis of domestic codes' evolution of crane load together with their statistical substantiation is an urgent task, which is this article's purpose. Since the late 1930s, leading construction research institutes and universities have conducted research on crane loads, which results have been consistently incorporated into design codes. Giving an overall assessment of Ukrainian crane loads standards, it should be emphasized that they are compiled on a modern methodological basis, close to European standards Eurocode, based on representative statistics, more differentiated, and have a scientific probabilistic nature.
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14. Figarovsky A.V. (1970). Study of the lateral forces of four-wheel cranes with flexible load suspension. Metal structures: Collection of works of MISI, 85, 41-52
15. Kikin A.I., Figarovsky A.V., Pichugin S.F. (1967). Experimental data on transverse horizontal forces from casting cranes. Industrial construction, 12, 8-13
16. Barshtein M.F., Zubkov A.N. (1966). Statistical analysis of lateral forces arising from the movement of an overhead crane. Building mechanics and calculation of structures, 2
17. Koshutin B.N. (1963). On the coefficient of overload of lateral forces from bridge cranes. Methodology for determining loads on buildings and structures: Collection of articles of TSNIISK, 81-88
18. Pichugin S.F. (1970). The results of a statistical experimental study of horizontal and vertical loads of overhead cranes on. structures of industrial buildings. Research and Calculation of Structural Structures: Collection of Scientific Papers of MGMI, 59, 8-16
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20. Pichugin S.F., Levanin Yu.P. (1974). Results of experimental study of vertical loads of overhead cranes on columns of open-hearth shops. Izvestiya vuzov. Construction and architecture, 12, 31-35
21. Kunin Yu.S., Egleskaln Yu.S. (1969). Study of the statistical properties of loading modes for crane structures. Industrial construction, 9, 36-39
22. Val V.N., Egleskaln Yu.S. (1969). The influence of crane runway defects on the power effects of bridge cranes. Industrial construction, 4, 36-38
23. Vasiliev A.A., Kunin Yu.S., Yakovenko A.T. (1974). On the clarification of the calculated vertical loads from bridge cranes. Industrial construction, 6, 31-33
24. Zdanevich, Yu.A. (1974). On some reserves of loads on crane structures of operating steel-making shops. Proceedings of DIIT, 159
25. Koshutin, B.N., Kunin, Yu.S., Nyscheta, S.A. (1979). Investigation of vertical and horizontal impacts from overhead cranes by the method of statistical modeling. Lightweight Building Coating Structures, 195-199
26. Bat, A.A. (1969). About coordination of codes of loads for calculation of cranes and crane structures. Industrial construction, 10, 46-47
27. Oststavnov V.A., Bat A.A., Klepikov L.V. (1983).
On new additions and changes to the chapter of
SNiP ІІ-6-74 "Loads and loadings". Industrial construction, 9, 9-10
28. Kunin Yu.S.. Kuzin N.Ya. (1972). About loads when calculating the rigidity of crane beams. Industrial construction, 6, 26-27
29. Plotnikov V.A. (1990). Investigation of horizontal force effects from bridge cranes. Interuniversity collection of scientific papers, 122-125
30. Koshutin B.N., Kunin Yu.S., Pashinsky V.A. (1985). Generalized mathematical model of vertical crane load, Questions of the reliability of reinforced concrete structures, 40-51
31. Pichugin S. (1998). Analysis of bridge crane loads on industrial buildings. XLIV Konferencja Naukowa KILiW PAN i KN PZITB. Poznan-Krynica, 172-179
32. Pichugin S.F. (1995). Probabilistic representation of loads acting on building structures. Izvestiya vuzov. Construction, 4, 12-18
33. Pichugin S.F., Pashinsky V.A. (1982). Methodology for calculating the coefficients of combinations of loads. Questions of the reliability of reinforced concrete structures, 94-97
34. Pichugin S.F. (1995). Probabilistic calculation of steel elements for joint action of loads. Izvestiya vuzov. Construction, 5,6, 23-29
35. Pichugin S. (1995). Reliability estimation of steel elements under variable loads. XLI Konferencia Naukowa KILIW PAN i KN PZITB, Krakow-Krynica, 151-156
36. Eurocode 1 EN 1991-3.: Actions on structures – Part 3: Actions induced by cranes and machinery. (2006). Brussels: CEN, Sep.
37. Pichugin S.F. (1994). Calculation coefficients of design codes based on the analysis of the reliability of steel structures. Construction of Ukraine, 1, 18-20
38. Pichugin S.F. (2007). Crane loads in DBN B.1.2-2: 2006 "Loads and iloadings". Building constructions: Collection of scientific works of NDIBK, 67, 691-702
39. Pashinsky V.A. (1999). Cyclic calculated values of loads on building structures. Vibrations in technology and technology, 2, 15-17
40. Pichugin S. (1997). Probabilistic description of crane load on building structures. XLIII Konferencja Naukowa KILiW PAN i KN PZITB, Poznan-Krynica, 171-178
41.Pichugin, S., Patenko, I., & Maslova, S. (2018). Comparative analysis of loads from the travelling cranes of different producers. International Journal of Engineering and Technology(UAE), 7(3), 36-39.
с doi:10.14419/ijet.v7i3.2.14372
42. Perelmuter A.V. (2017). Statistical simulation of crane loads and calculated force combinations. International Journal for Computational Civil and Structural Engineering, 13(2), 136-144
43. Pasternak H., Rozmarynowski B., Wen Y.-K. (1996). Crane load modeling. Structural Safety, 17, 205-224
2. Romanov N.E. (1938). Investigation of transverse horizontal crane loads by a ring. Research of the actual work of steel structures of industrial buildings, 164-175
3. Barshtein M.F. (1951). Experimental determination of horizontal shear forces arising from the movement of overhead cranes in the rolling shop of the Azovstal plant. Proceedings of the Institute TsNIIPS, 16-51
4. Balashov V.P. (1957). Cross forces during the movement of bridge cranes with a central drive of the movement mechanism. Collection of scientific works of VNIIPTMASH, 18, 24-59
5. Khokharin A.Kh. (1961). On the lateral loads of bridge cranes on the frame of an industrial building. Industrial construction, 9, 38-45.
6. Bat A.A. (1959). On the calculation of endurance. Building mechanics and calculation of structures, 5, 24-28.
7. Kikin A.I., Vasiliev A.A., Koshutin B.N. (1969). Increasing the durability of industrial buildings structures. Moscow: Stroyizdat
8. Kikin A.I., Vasiliev A.A., Koshutin B.N., Uvarov B.Yu., Volberg Yu.L. (1984). Increasing the durability of industrial buildings. Moscow: Stroyizdat
9. Koshutin B.N. (1966). Statistical determination of the overload coefficients of vertical crane loads. Metal structures (Work of the school of N.S. Streletsky). Moscow: Stroyizdat, 195-210
10. Bat A.A., Koshutin B.N. (1960). Statistical study of crane loads. Building mechanics and calculation of structures, 2, 1-5
11. Klepikov L.V., Otstavnov, V.A. (1962). Determination of loads in the calculation of building structures. Building mechanics and calculation of structures, 5, 39-45
12. Kikin A.I., Izosimov I.V. (1966). Study of the factors affecting the magnitude of the lateral forces of overhead cranes in the shops of a metallurgical plant. Izvestiya vuzov. Construction and architecture, 12, 1-8
13. Izosimov I.V., Figarovsky A.V., Pichugin S.F., Val V.N. (1966). Investigation of the power effects of bridge cranes. Metal structures (Work of the school of NS Streletsky). Moscow: Stroyizdat, 164-176
14. Figarovsky A.V. (1970). Study of the lateral forces of four-wheel cranes with flexible load suspension. Metal structures: Collection of works of MISI, 85, 41-52
15. Kikin A.I., Figarovsky A.V., Pichugin S.F. (1967). Experimental data on transverse horizontal forces from casting cranes. Industrial construction, 12, 8-13
16. Barshtein M.F., Zubkov A.N. (1966). Statistical analysis of lateral forces arising from the movement of an overhead crane. Building mechanics and calculation of structures, 2
17. Koshutin B.N. (1963). On the coefficient of overload of lateral forces from bridge cranes. Methodology for determining loads on buildings and structures: Collection of articles of TSNIISK, 81-88
18. Pichugin S.F. (1970). The results of a statistical experimental study of horizontal and vertical loads of overhead cranes on. structures of industrial buildings. Research and Calculation of Structural Structures: Collection of Scientific Papers of MGMI, 59, 8-16
19. Pichugin S.F. (1972). On the study of the extreme parts of statistical distributions (for example, the loads of overhead cranes). Problems of reliability in construction design, 169-175
20. Pichugin S.F., Levanin Yu.P. (1974). Results of experimental study of vertical loads of overhead cranes on columns of open-hearth shops. Izvestiya vuzov. Construction and architecture, 12, 31-35
21. Kunin Yu.S., Egleskaln Yu.S. (1969). Study of the statistical properties of loading modes for crane structures. Industrial construction, 9, 36-39
22. Val V.N., Egleskaln Yu.S. (1969). The influence of crane runway defects on the power effects of bridge cranes. Industrial construction, 4, 36-38
23. Vasiliev A.A., Kunin Yu.S., Yakovenko A.T. (1974). On the clarification of the calculated vertical loads from bridge cranes. Industrial construction, 6, 31-33
24. Zdanevich, Yu.A. (1974). On some reserves of loads on crane structures of operating steel-making shops. Proceedings of DIIT, 159
25. Koshutin, B.N., Kunin, Yu.S., Nyscheta, S.A. (1979). Investigation of vertical and horizontal impacts from overhead cranes by the method of statistical modeling. Lightweight Building Coating Structures, 195-199
26. Bat, A.A. (1969). About coordination of codes of loads for calculation of cranes and crane structures. Industrial construction, 10, 46-47
27. Oststavnov V.A., Bat A.A., Klepikov L.V. (1983).
On new additions and changes to the chapter of
SNiP ІІ-6-74 "Loads and loadings". Industrial construction, 9, 9-10
28. Kunin Yu.S.. Kuzin N.Ya. (1972). About loads when calculating the rigidity of crane beams. Industrial construction, 6, 26-27
29. Plotnikov V.A. (1990). Investigation of horizontal force effects from bridge cranes. Interuniversity collection of scientific papers, 122-125
30. Koshutin B.N., Kunin Yu.S., Pashinsky V.A. (1985). Generalized mathematical model of vertical crane load, Questions of the reliability of reinforced concrete structures, 40-51
31. Pichugin S. (1998). Analysis of bridge crane loads on industrial buildings. XLIV Konferencja Naukowa KILiW PAN i KN PZITB. Poznan-Krynica, 172-179
32. Pichugin S.F. (1995). Probabilistic representation of loads acting on building structures. Izvestiya vuzov. Construction, 4, 12-18
33. Pichugin S.F., Pashinsky V.A. (1982). Methodology for calculating the coefficients of combinations of loads. Questions of the reliability of reinforced concrete structures, 94-97
34. Pichugin S.F. (1995). Probabilistic calculation of steel elements for joint action of loads. Izvestiya vuzov. Construction, 5,6, 23-29
35. Pichugin S. (1995). Reliability estimation of steel elements under variable loads. XLI Konferencia Naukowa KILIW PAN i KN PZITB, Krakow-Krynica, 151-156
36. Eurocode 1 EN 1991-3.: Actions on structures – Part 3: Actions induced by cranes and machinery. (2006). Brussels: CEN, Sep.
37. Pichugin S.F. (1994). Calculation coefficients of design codes based on the analysis of the reliability of steel structures. Construction of Ukraine, 1, 18-20
38. Pichugin S.F. (2007). Crane loads in DBN B.1.2-2: 2006 "Loads and iloadings". Building constructions: Collection of scientific works of NDIBK, 67, 691-702
39. Pashinsky V.A. (1999). Cyclic calculated values of loads on building structures. Vibrations in technology and technology, 2, 15-17
40. Pichugin S. (1997). Probabilistic description of crane load on building structures. XLIII Konferencja Naukowa KILiW PAN i KN PZITB, Poznan-Krynica, 171-178
41.Pichugin, S., Patenko, I., & Maslova, S. (2018). Comparative analysis of loads from the travelling cranes of different producers. International Journal of Engineering and Technology(UAE), 7(3), 36-39.
с doi:10.14419/ijet.v7i3.2.14372
42. Perelmuter A.V. (2017). Statistical simulation of crane loads and calculated force combinations. International Journal for Computational Civil and Structural Engineering, 13(2), 136-144
43. Pasternak H., Rozmarynowski B., Wen Y.-K. (1996). Crane load modeling. Structural Safety, 17, 205-224
Published
2022-06-17
How to Cite
Pichugin Sergii Development of crane load codes on the basis of experimental research / Sergii Pichugin // ACADEMIC JOURNAL Industrial Machine Building, Civil Engineering. – Poltava: PNTU, 2022. – VOL. 1 (56). – PP. 18-29. – doi:https://doi.org/10.26906/znp.2021.56.2493.
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