On individual design and selection of towers for overhead power lines
Abstract Main trends in the development of the individual design of the overhead power lines are discussed. Methods for calculating the integrated strength characteristics of the overhead lines with sequential application of the CAD SolidWorks and ANSYS Workbench programs are set forth. The reliabil...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Abdulveleev, I. R. [verfasserIn] Kornilov, G. P. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2015 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Russian electrical engineering - New York, NY : Allerton, 2007, 86(2015), 4 vom: Apr., Seite 166-171 |
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| Übergeordnetes Werk: |
volume:86 ; year:2015 ; number:4 ; month:04 ; pages:166-171 |
| Links: |
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| DOI / URN: |
10.3103/S1068371215040021 |
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SPR02338414X |
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| 100 | 1 | |a Abdulveleev, I. R. |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a On individual design and selection of towers for overhead power lines |
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| 520 | |a Abstract Main trends in the development of the individual design of the overhead power lines are discussed. Methods for calculating the integrated strength characteristics of the overhead lines with sequential application of the CAD SolidWorks and ANSYS Workbench programs are set forth. The reliabilities of three line segments supported by towers of different types depending on the climatic conditions are compared. A modular simulation model allows calculating integral mechanical loads on overhead power line towers for various atmospheric conditions in terms of ambient temperature, ice loading, and wind force. The mechanical analysis of the overhead power lines is based on consideration of the material and the design of the towers, the type of insulators, and the cross sections of the conductors and the ground wires. Simple and versatile methods for well-grounded selection of the tower type and structural members for designing overhead power lines are proposed. The results of calculations enable the most reliable climatic conditions of operating the overhead power lines to be identified. | ||
| 650 | 4 | |a individual design of overhead power lines |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a steel lattice tower |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a polyhedral tower |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a reinforced concrete tower |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a safety factor |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a reliability of the overhead power lines |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Kornilov, G. P. |e verfasserin |4 aut | |
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10.3103/S1068371215040021 doi (DE-627)SPR02338414X (SPR)S1068371215040021-e DE-627 ger DE-627 rakwb eng 620 ASE Abdulveleev, I. R. verfasserin aut On individual design and selection of towers for overhead power lines 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Main trends in the development of the individual design of the overhead power lines are discussed. Methods for calculating the integrated strength characteristics of the overhead lines with sequential application of the CAD SolidWorks and ANSYS Workbench programs are set forth. The reliabilities of three line segments supported by towers of different types depending on the climatic conditions are compared. A modular simulation model allows calculating integral mechanical loads on overhead power line towers for various atmospheric conditions in terms of ambient temperature, ice loading, and wind force. The mechanical analysis of the overhead power lines is based on consideration of the material and the design of the towers, the type of insulators, and the cross sections of the conductors and the ground wires. Simple and versatile methods for well-grounded selection of the tower type and structural members for designing overhead power lines are proposed. The results of calculations enable the most reliable climatic conditions of operating the overhead power lines to be identified. individual design of overhead power lines (dpeaa)DE-He213 steel lattice tower (dpeaa)DE-He213 polyhedral tower (dpeaa)DE-He213 reinforced concrete tower (dpeaa)DE-He213 safety factor (dpeaa)DE-He213 reliability of the overhead power lines (dpeaa)DE-He213 Kornilov, G. P. verfasserin aut Enthalten in Russian electrical engineering New York, NY : Allerton, 2007 86(2015), 4 vom: Apr., Seite 166-171 (DE-627)531200272 (DE-600)2322646-8 1934-8010 nnns volume:86 year:2015 number:4 month:04 pages:166-171 https://dx.doi.org/10.3103/S1068371215040021 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 86 2015 4 04 166-171 |
| spelling |
10.3103/S1068371215040021 doi (DE-627)SPR02338414X (SPR)S1068371215040021-e DE-627 ger DE-627 rakwb eng 620 ASE Abdulveleev, I. R. verfasserin aut On individual design and selection of towers for overhead power lines 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Main trends in the development of the individual design of the overhead power lines are discussed. Methods for calculating the integrated strength characteristics of the overhead lines with sequential application of the CAD SolidWorks and ANSYS Workbench programs are set forth. The reliabilities of three line segments supported by towers of different types depending on the climatic conditions are compared. A modular simulation model allows calculating integral mechanical loads on overhead power line towers for various atmospheric conditions in terms of ambient temperature, ice loading, and wind force. The mechanical analysis of the overhead power lines is based on consideration of the material and the design of the towers, the type of insulators, and the cross sections of the conductors and the ground wires. Simple and versatile methods for well-grounded selection of the tower type and structural members for designing overhead power lines are proposed. The results of calculations enable the most reliable climatic conditions of operating the overhead power lines to be identified. individual design of overhead power lines (dpeaa)DE-He213 steel lattice tower (dpeaa)DE-He213 polyhedral tower (dpeaa)DE-He213 reinforced concrete tower (dpeaa)DE-He213 safety factor (dpeaa)DE-He213 reliability of the overhead power lines (dpeaa)DE-He213 Kornilov, G. P. verfasserin aut Enthalten in Russian electrical engineering New York, NY : Allerton, 2007 86(2015), 4 vom: Apr., Seite 166-171 (DE-627)531200272 (DE-600)2322646-8 1934-8010 nnns volume:86 year:2015 number:4 month:04 pages:166-171 https://dx.doi.org/10.3103/S1068371215040021 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 86 2015 4 04 166-171 |
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10.3103/S1068371215040021 doi (DE-627)SPR02338414X (SPR)S1068371215040021-e DE-627 ger DE-627 rakwb eng 620 ASE Abdulveleev, I. R. verfasserin aut On individual design and selection of towers for overhead power lines 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Main trends in the development of the individual design of the overhead power lines are discussed. Methods for calculating the integrated strength characteristics of the overhead lines with sequential application of the CAD SolidWorks and ANSYS Workbench programs are set forth. The reliabilities of three line segments supported by towers of different types depending on the climatic conditions are compared. A modular simulation model allows calculating integral mechanical loads on overhead power line towers for various atmospheric conditions in terms of ambient temperature, ice loading, and wind force. The mechanical analysis of the overhead power lines is based on consideration of the material and the design of the towers, the type of insulators, and the cross sections of the conductors and the ground wires. Simple and versatile methods for well-grounded selection of the tower type and structural members for designing overhead power lines are proposed. The results of calculations enable the most reliable climatic conditions of operating the overhead power lines to be identified. individual design of overhead power lines (dpeaa)DE-He213 steel lattice tower (dpeaa)DE-He213 polyhedral tower (dpeaa)DE-He213 reinforced concrete tower (dpeaa)DE-He213 safety factor (dpeaa)DE-He213 reliability of the overhead power lines (dpeaa)DE-He213 Kornilov, G. P. verfasserin aut Enthalten in Russian electrical engineering New York, NY : Allerton, 2007 86(2015), 4 vom: Apr., Seite 166-171 (DE-627)531200272 (DE-600)2322646-8 1934-8010 nnns volume:86 year:2015 number:4 month:04 pages:166-171 https://dx.doi.org/10.3103/S1068371215040021 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 86 2015 4 04 166-171 |
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10.3103/S1068371215040021 doi (DE-627)SPR02338414X (SPR)S1068371215040021-e DE-627 ger DE-627 rakwb eng 620 ASE Abdulveleev, I. R. verfasserin aut On individual design and selection of towers for overhead power lines 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Main trends in the development of the individual design of the overhead power lines are discussed. Methods for calculating the integrated strength characteristics of the overhead lines with sequential application of the CAD SolidWorks and ANSYS Workbench programs are set forth. The reliabilities of three line segments supported by towers of different types depending on the climatic conditions are compared. A modular simulation model allows calculating integral mechanical loads on overhead power line towers for various atmospheric conditions in terms of ambient temperature, ice loading, and wind force. The mechanical analysis of the overhead power lines is based on consideration of the material and the design of the towers, the type of insulators, and the cross sections of the conductors and the ground wires. Simple and versatile methods for well-grounded selection of the tower type and structural members for designing overhead power lines are proposed. The results of calculations enable the most reliable climatic conditions of operating the overhead power lines to be identified. individual design of overhead power lines (dpeaa)DE-He213 steel lattice tower (dpeaa)DE-He213 polyhedral tower (dpeaa)DE-He213 reinforced concrete tower (dpeaa)DE-He213 safety factor (dpeaa)DE-He213 reliability of the overhead power lines (dpeaa)DE-He213 Kornilov, G. P. verfasserin aut Enthalten in Russian electrical engineering New York, NY : Allerton, 2007 86(2015), 4 vom: Apr., Seite 166-171 (DE-627)531200272 (DE-600)2322646-8 1934-8010 nnns volume:86 year:2015 number:4 month:04 pages:166-171 https://dx.doi.org/10.3103/S1068371215040021 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 86 2015 4 04 166-171 |
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10.3103/S1068371215040021 doi (DE-627)SPR02338414X (SPR)S1068371215040021-e DE-627 ger DE-627 rakwb eng 620 ASE Abdulveleev, I. R. verfasserin aut On individual design and selection of towers for overhead power lines 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Main trends in the development of the individual design of the overhead power lines are discussed. Methods for calculating the integrated strength characteristics of the overhead lines with sequential application of the CAD SolidWorks and ANSYS Workbench programs are set forth. The reliabilities of three line segments supported by towers of different types depending on the climatic conditions are compared. A modular simulation model allows calculating integral mechanical loads on overhead power line towers for various atmospheric conditions in terms of ambient temperature, ice loading, and wind force. The mechanical analysis of the overhead power lines is based on consideration of the material and the design of the towers, the type of insulators, and the cross sections of the conductors and the ground wires. Simple and versatile methods for well-grounded selection of the tower type and structural members for designing overhead power lines are proposed. The results of calculations enable the most reliable climatic conditions of operating the overhead power lines to be identified. individual design of overhead power lines (dpeaa)DE-He213 steel lattice tower (dpeaa)DE-He213 polyhedral tower (dpeaa)DE-He213 reinforced concrete tower (dpeaa)DE-He213 safety factor (dpeaa)DE-He213 reliability of the overhead power lines (dpeaa)DE-He213 Kornilov, G. P. verfasserin aut Enthalten in Russian electrical engineering New York, NY : Allerton, 2007 86(2015), 4 vom: Apr., Seite 166-171 (DE-627)531200272 (DE-600)2322646-8 1934-8010 nnns volume:86 year:2015 number:4 month:04 pages:166-171 https://dx.doi.org/10.3103/S1068371215040021 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 86 2015 4 04 166-171 |
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| author |
Abdulveleev, I. R. |
| spellingShingle |
Abdulveleev, I. R. ddc 620 misc individual design of overhead power lines misc steel lattice tower misc polyhedral tower misc reinforced concrete tower misc safety factor misc reliability of the overhead power lines On individual design and selection of towers for overhead power lines |
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620 ASE On individual design and selection of towers for overhead power lines individual design of overhead power lines (dpeaa)DE-He213 steel lattice tower (dpeaa)DE-He213 polyhedral tower (dpeaa)DE-He213 reinforced concrete tower (dpeaa)DE-He213 safety factor (dpeaa)DE-He213 reliability of the overhead power lines (dpeaa)DE-He213 |
| topic |
ddc 620 misc individual design of overhead power lines misc steel lattice tower misc polyhedral tower misc reinforced concrete tower misc safety factor misc reliability of the overhead power lines |
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ddc 620 misc individual design of overhead power lines misc steel lattice tower misc polyhedral tower misc reinforced concrete tower misc safety factor misc reliability of the overhead power lines |
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ddc 620 misc individual design of overhead power lines misc steel lattice tower misc polyhedral tower misc reinforced concrete tower misc safety factor misc reliability of the overhead power lines |
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Elektronische Aufsätze Aufsätze Elektronische Ressource |
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Russian electrical engineering |
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Russian electrical engineering |
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On individual design and selection of towers for overhead power lines |
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| title_full |
On individual design and selection of towers for overhead power lines |
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Abdulveleev, I. R. |
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Russian electrical engineering |
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Abdulveleev, I. R. Kornilov, G. P. |
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Elektronische Aufsätze |
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Abdulveleev, I. R. |
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verfasserin |
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on individual design and selection of towers for overhead power lines |
| title_auth |
On individual design and selection of towers for overhead power lines |
| abstract |
Abstract Main trends in the development of the individual design of the overhead power lines are discussed. Methods for calculating the integrated strength characteristics of the overhead lines with sequential application of the CAD SolidWorks and ANSYS Workbench programs are set forth. The reliabilities of three line segments supported by towers of different types depending on the climatic conditions are compared. A modular simulation model allows calculating integral mechanical loads on overhead power line towers for various atmospheric conditions in terms of ambient temperature, ice loading, and wind force. The mechanical analysis of the overhead power lines is based on consideration of the material and the design of the towers, the type of insulators, and the cross sections of the conductors and the ground wires. Simple and versatile methods for well-grounded selection of the tower type and structural members for designing overhead power lines are proposed. The results of calculations enable the most reliable climatic conditions of operating the overhead power lines to be identified. |
| abstractGer |
Abstract Main trends in the development of the individual design of the overhead power lines are discussed. Methods for calculating the integrated strength characteristics of the overhead lines with sequential application of the CAD SolidWorks and ANSYS Workbench programs are set forth. The reliabilities of three line segments supported by towers of different types depending on the climatic conditions are compared. A modular simulation model allows calculating integral mechanical loads on overhead power line towers for various atmospheric conditions in terms of ambient temperature, ice loading, and wind force. The mechanical analysis of the overhead power lines is based on consideration of the material and the design of the towers, the type of insulators, and the cross sections of the conductors and the ground wires. Simple and versatile methods for well-grounded selection of the tower type and structural members for designing overhead power lines are proposed. The results of calculations enable the most reliable climatic conditions of operating the overhead power lines to be identified. |
| abstract_unstemmed |
Abstract Main trends in the development of the individual design of the overhead power lines are discussed. Methods for calculating the integrated strength characteristics of the overhead lines with sequential application of the CAD SolidWorks and ANSYS Workbench programs are set forth. The reliabilities of three line segments supported by towers of different types depending on the climatic conditions are compared. A modular simulation model allows calculating integral mechanical loads on overhead power line towers for various atmospheric conditions in terms of ambient temperature, ice loading, and wind force. The mechanical analysis of the overhead power lines is based on consideration of the material and the design of the towers, the type of insulators, and the cross sections of the conductors and the ground wires. Simple and versatile methods for well-grounded selection of the tower type and structural members for designing overhead power lines are proposed. The results of calculations enable the most reliable climatic conditions of operating the overhead power lines to be identified. |
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4 |
| title_short |
On individual design and selection of towers for overhead power lines |
| url |
https://dx.doi.org/10.3103/S1068371215040021 |
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true |
| author2 |
Kornilov, G. P. |
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Kornilov, G. P. |
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| doi_str |
10.3103/S1068371215040021 |
| up_date |
2024-07-03T18:36:35.842Z |
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