Effect of various span lengths on seismic demand on column splices in steel moment frames
Steel moment frames have gone through intensive investigation to understand the cause of the damage since the 1994 Northridge–California earthquake. A research conducted by the SAC Joint Venture has helped to improve the current code requirements for steel special moment frame design. One major outc...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Akbas, Bulent [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2014transfer abstract |
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| Schlagwörter: |
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| Umfang: |
12 |
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| Übergeordnetes Werk: |
Enthalten in: Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions - Mariani, Marcello M. ELSEVIER, 2022, the journal of earthquake, wind and ocean engineering, Amsterdam [u.a.] |
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| Übergeordnetes Werk: |
volume:70 ; year:2014 ; day:1 ; month:07 ; pages:94-105 ; extent:12 |
| Links: |
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| DOI / URN: |
10.1016/j.engstruct.2014.03.013 |
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ELV027763684 |
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| 520 | |a Steel moment frames have gone through intensive investigation to understand the cause of the damage since the 1994 Northridge–California earthquake. A research conducted by the SAC Joint Venture has helped to improve the current code requirements for steel special moment frame design. One major outcome of these research efforts was on the enhanced design requirements for column splices. For example, AISC 341 Seismic Provisions require that column splices in intermediate and special moment frames, when not made using complete joint penetration welds, be designed to develop the expected flexural strength of the smaller connected column and the shear demand associated with flexural hinging at the top and bottom of the spliced column. This paper focuses on the effect of various span lengths on seismic demands on column splices in steel moment-resisting frames. A comprehensive nonlinear analytic investigation was undertaken to evaluate the seismic responses of 4- and 9-story moment-resisting frames with constant and various span lengths subject to an ensemble of 20 strong ground motions. The results indicate that the structural response is sensitive to the span length and variable span length within the frame might significantly increase the seismic demand on column splices. | ||
| 520 | |a Steel moment frames have gone through intensive investigation to understand the cause of the damage since the 1994 Northridge–California earthquake. A research conducted by the SAC Joint Venture has helped to improve the current code requirements for steel special moment frame design. One major outcome of these research efforts was on the enhanced design requirements for column splices. For example, AISC 341 Seismic Provisions require that column splices in intermediate and special moment frames, when not made using complete joint penetration welds, be designed to develop the expected flexural strength of the smaller connected column and the shear demand associated with flexural hinging at the top and bottom of the spliced column. This paper focuses on the effect of various span lengths on seismic demands on column splices in steel moment-resisting frames. A comprehensive nonlinear analytic investigation was undertaken to evaluate the seismic responses of 4- and 9-story moment-resisting frames with constant and various span lengths subject to an ensemble of 20 strong ground motions. The results indicate that the structural response is sensitive to the span length and variable span length within the frame might significantly increase the seismic demand on column splices. | ||
| 650 | 7 | |a Various span lengths |2 Elsevier | |
| 650 | 7 | |a Column splice |2 Elsevier | |
| 650 | 7 | |a Steel moment frames |2 Elsevier | |
| 650 | 7 | |a Seismic design |2 Elsevier | |
| 700 | 1 | |a Doran, Bilge |4 oth | |
| 700 | 1 | |a Sabol, Thomas A. |4 oth | |
| 700 | 1 | |a Seker, Onur |4 oth | |
| 700 | 1 | |a Toru, Pinar |4 oth | |
| 700 | 1 | |a Shen, Jay |4 oth | |
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10.1016/j.engstruct.2014.03.013 doi GBVA2014002000014.pica (DE-627)ELV027763684 (ELSEVIER)S0141-0296(14)00166-7 DE-627 ger DE-627 rakwb eng 690 690 DE-600 330 600 VZ 85.15 bkl Akbas, Bulent verfasserin aut Effect of various span lengths on seismic demand on column splices in steel moment frames 2014transfer abstract 12 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Steel moment frames have gone through intensive investigation to understand the cause of the damage since the 1994 Northridge–California earthquake. A research conducted by the SAC Joint Venture has helped to improve the current code requirements for steel special moment frame design. One major outcome of these research efforts was on the enhanced design requirements for column splices. For example, AISC 341 Seismic Provisions require that column splices in intermediate and special moment frames, when not made using complete joint penetration welds, be designed to develop the expected flexural strength of the smaller connected column and the shear demand associated with flexural hinging at the top and bottom of the spliced column. This paper focuses on the effect of various span lengths on seismic demands on column splices in steel moment-resisting frames. A comprehensive nonlinear analytic investigation was undertaken to evaluate the seismic responses of 4- and 9-story moment-resisting frames with constant and various span lengths subject to an ensemble of 20 strong ground motions. The results indicate that the structural response is sensitive to the span length and variable span length within the frame might significantly increase the seismic demand on column splices. Steel moment frames have gone through intensive investigation to understand the cause of the damage since the 1994 Northridge–California earthquake. A research conducted by the SAC Joint Venture has helped to improve the current code requirements for steel special moment frame design. One major outcome of these research efforts was on the enhanced design requirements for column splices. For example, AISC 341 Seismic Provisions require that column splices in intermediate and special moment frames, when not made using complete joint penetration welds, be designed to develop the expected flexural strength of the smaller connected column and the shear demand associated with flexural hinging at the top and bottom of the spliced column. This paper focuses on the effect of various span lengths on seismic demands on column splices in steel moment-resisting frames. A comprehensive nonlinear analytic investigation was undertaken to evaluate the seismic responses of 4- and 9-story moment-resisting frames with constant and various span lengths subject to an ensemble of 20 strong ground motions. The results indicate that the structural response is sensitive to the span length and variable span length within the frame might significantly increase the seismic demand on column splices. Various span lengths Elsevier Column splice Elsevier Steel moment frames Elsevier Seismic design Elsevier Doran, Bilge oth Sabol, Thomas A. oth Seker, Onur oth Toru, Pinar oth Shen, Jay oth Enthalten in Elsevier Science Mariani, Marcello M. ELSEVIER Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions 2022 the journal of earthquake, wind and ocean engineering Amsterdam [u.a.] (DE-627)ELV009490973 volume:70 year:2014 day:1 month:07 pages:94-105 extent:12 https://doi.org/10.1016/j.engstruct.2014.03.013 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 70 2014 1 0701 94-105 12 045F 690 |
| spelling |
10.1016/j.engstruct.2014.03.013 doi GBVA2014002000014.pica (DE-627)ELV027763684 (ELSEVIER)S0141-0296(14)00166-7 DE-627 ger DE-627 rakwb eng 690 690 DE-600 330 600 VZ 85.15 bkl Akbas, Bulent verfasserin aut Effect of various span lengths on seismic demand on column splices in steel moment frames 2014transfer abstract 12 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Steel moment frames have gone through intensive investigation to understand the cause of the damage since the 1994 Northridge–California earthquake. A research conducted by the SAC Joint Venture has helped to improve the current code requirements for steel special moment frame design. One major outcome of these research efforts was on the enhanced design requirements for column splices. For example, AISC 341 Seismic Provisions require that column splices in intermediate and special moment frames, when not made using complete joint penetration welds, be designed to develop the expected flexural strength of the smaller connected column and the shear demand associated with flexural hinging at the top and bottom of the spliced column. This paper focuses on the effect of various span lengths on seismic demands on column splices in steel moment-resisting frames. A comprehensive nonlinear analytic investigation was undertaken to evaluate the seismic responses of 4- and 9-story moment-resisting frames with constant and various span lengths subject to an ensemble of 20 strong ground motions. The results indicate that the structural response is sensitive to the span length and variable span length within the frame might significantly increase the seismic demand on column splices. Steel moment frames have gone through intensive investigation to understand the cause of the damage since the 1994 Northridge–California earthquake. A research conducted by the SAC Joint Venture has helped to improve the current code requirements for steel special moment frame design. One major outcome of these research efforts was on the enhanced design requirements for column splices. For example, AISC 341 Seismic Provisions require that column splices in intermediate and special moment frames, when not made using complete joint penetration welds, be designed to develop the expected flexural strength of the smaller connected column and the shear demand associated with flexural hinging at the top and bottom of the spliced column. This paper focuses on the effect of various span lengths on seismic demands on column splices in steel moment-resisting frames. A comprehensive nonlinear analytic investigation was undertaken to evaluate the seismic responses of 4- and 9-story moment-resisting frames with constant and various span lengths subject to an ensemble of 20 strong ground motions. The results indicate that the structural response is sensitive to the span length and variable span length within the frame might significantly increase the seismic demand on column splices. Various span lengths Elsevier Column splice Elsevier Steel moment frames Elsevier Seismic design Elsevier Doran, Bilge oth Sabol, Thomas A. oth Seker, Onur oth Toru, Pinar oth Shen, Jay oth Enthalten in Elsevier Science Mariani, Marcello M. ELSEVIER Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions 2022 the journal of earthquake, wind and ocean engineering Amsterdam [u.a.] (DE-627)ELV009490973 volume:70 year:2014 day:1 month:07 pages:94-105 extent:12 https://doi.org/10.1016/j.engstruct.2014.03.013 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 70 2014 1 0701 94-105 12 045F 690 |
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10.1016/j.engstruct.2014.03.013 doi GBVA2014002000014.pica (DE-627)ELV027763684 (ELSEVIER)S0141-0296(14)00166-7 DE-627 ger DE-627 rakwb eng 690 690 DE-600 330 600 VZ 85.15 bkl Akbas, Bulent verfasserin aut Effect of various span lengths on seismic demand on column splices in steel moment frames 2014transfer abstract 12 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Steel moment frames have gone through intensive investigation to understand the cause of the damage since the 1994 Northridge–California earthquake. A research conducted by the SAC Joint Venture has helped to improve the current code requirements for steel special moment frame design. One major outcome of these research efforts was on the enhanced design requirements for column splices. For example, AISC 341 Seismic Provisions require that column splices in intermediate and special moment frames, when not made using complete joint penetration welds, be designed to develop the expected flexural strength of the smaller connected column and the shear demand associated with flexural hinging at the top and bottom of the spliced column. This paper focuses on the effect of various span lengths on seismic demands on column splices in steel moment-resisting frames. A comprehensive nonlinear analytic investigation was undertaken to evaluate the seismic responses of 4- and 9-story moment-resisting frames with constant and various span lengths subject to an ensemble of 20 strong ground motions. The results indicate that the structural response is sensitive to the span length and variable span length within the frame might significantly increase the seismic demand on column splices. Steel moment frames have gone through intensive investigation to understand the cause of the damage since the 1994 Northridge–California earthquake. A research conducted by the SAC Joint Venture has helped to improve the current code requirements for steel special moment frame design. One major outcome of these research efforts was on the enhanced design requirements for column splices. For example, AISC 341 Seismic Provisions require that column splices in intermediate and special moment frames, when not made using complete joint penetration welds, be designed to develop the expected flexural strength of the smaller connected column and the shear demand associated with flexural hinging at the top and bottom of the spliced column. This paper focuses on the effect of various span lengths on seismic demands on column splices in steel moment-resisting frames. A comprehensive nonlinear analytic investigation was undertaken to evaluate the seismic responses of 4- and 9-story moment-resisting frames with constant and various span lengths subject to an ensemble of 20 strong ground motions. The results indicate that the structural response is sensitive to the span length and variable span length within the frame might significantly increase the seismic demand on column splices. Various span lengths Elsevier Column splice Elsevier Steel moment frames Elsevier Seismic design Elsevier Doran, Bilge oth Sabol, Thomas A. oth Seker, Onur oth Toru, Pinar oth Shen, Jay oth Enthalten in Elsevier Science Mariani, Marcello M. ELSEVIER Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions 2022 the journal of earthquake, wind and ocean engineering Amsterdam [u.a.] (DE-627)ELV009490973 volume:70 year:2014 day:1 month:07 pages:94-105 extent:12 https://doi.org/10.1016/j.engstruct.2014.03.013 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 70 2014 1 0701 94-105 12 045F 690 |
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10.1016/j.engstruct.2014.03.013 doi GBVA2014002000014.pica (DE-627)ELV027763684 (ELSEVIER)S0141-0296(14)00166-7 DE-627 ger DE-627 rakwb eng 690 690 DE-600 330 600 VZ 85.15 bkl Akbas, Bulent verfasserin aut Effect of various span lengths on seismic demand on column splices in steel moment frames 2014transfer abstract 12 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Steel moment frames have gone through intensive investigation to understand the cause of the damage since the 1994 Northridge–California earthquake. A research conducted by the SAC Joint Venture has helped to improve the current code requirements for steel special moment frame design. One major outcome of these research efforts was on the enhanced design requirements for column splices. For example, AISC 341 Seismic Provisions require that column splices in intermediate and special moment frames, when not made using complete joint penetration welds, be designed to develop the expected flexural strength of the smaller connected column and the shear demand associated with flexural hinging at the top and bottom of the spliced column. This paper focuses on the effect of various span lengths on seismic demands on column splices in steel moment-resisting frames. A comprehensive nonlinear analytic investigation was undertaken to evaluate the seismic responses of 4- and 9-story moment-resisting frames with constant and various span lengths subject to an ensemble of 20 strong ground motions. The results indicate that the structural response is sensitive to the span length and variable span length within the frame might significantly increase the seismic demand on column splices. Steel moment frames have gone through intensive investigation to understand the cause of the damage since the 1994 Northridge–California earthquake. A research conducted by the SAC Joint Venture has helped to improve the current code requirements for steel special moment frame design. One major outcome of these research efforts was on the enhanced design requirements for column splices. For example, AISC 341 Seismic Provisions require that column splices in intermediate and special moment frames, when not made using complete joint penetration welds, be designed to develop the expected flexural strength of the smaller connected column and the shear demand associated with flexural hinging at the top and bottom of the spliced column. This paper focuses on the effect of various span lengths on seismic demands on column splices in steel moment-resisting frames. A comprehensive nonlinear analytic investigation was undertaken to evaluate the seismic responses of 4- and 9-story moment-resisting frames with constant and various span lengths subject to an ensemble of 20 strong ground motions. The results indicate that the structural response is sensitive to the span length and variable span length within the frame might significantly increase the seismic demand on column splices. Various span lengths Elsevier Column splice Elsevier Steel moment frames Elsevier Seismic design Elsevier Doran, Bilge oth Sabol, Thomas A. oth Seker, Onur oth Toru, Pinar oth Shen, Jay oth Enthalten in Elsevier Science Mariani, Marcello M. ELSEVIER Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions 2022 the journal of earthquake, wind and ocean engineering Amsterdam [u.a.] (DE-627)ELV009490973 volume:70 year:2014 day:1 month:07 pages:94-105 extent:12 https://doi.org/10.1016/j.engstruct.2014.03.013 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 70 2014 1 0701 94-105 12 045F 690 |
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10.1016/j.engstruct.2014.03.013 doi GBVA2014002000014.pica (DE-627)ELV027763684 (ELSEVIER)S0141-0296(14)00166-7 DE-627 ger DE-627 rakwb eng 690 690 DE-600 330 600 VZ 85.15 bkl Akbas, Bulent verfasserin aut Effect of various span lengths on seismic demand on column splices in steel moment frames 2014transfer abstract 12 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Steel moment frames have gone through intensive investigation to understand the cause of the damage since the 1994 Northridge–California earthquake. A research conducted by the SAC Joint Venture has helped to improve the current code requirements for steel special moment frame design. One major outcome of these research efforts was on the enhanced design requirements for column splices. For example, AISC 341 Seismic Provisions require that column splices in intermediate and special moment frames, when not made using complete joint penetration welds, be designed to develop the expected flexural strength of the smaller connected column and the shear demand associated with flexural hinging at the top and bottom of the spliced column. This paper focuses on the effect of various span lengths on seismic demands on column splices in steel moment-resisting frames. A comprehensive nonlinear analytic investigation was undertaken to evaluate the seismic responses of 4- and 9-story moment-resisting frames with constant and various span lengths subject to an ensemble of 20 strong ground motions. The results indicate that the structural response is sensitive to the span length and variable span length within the frame might significantly increase the seismic demand on column splices. Steel moment frames have gone through intensive investigation to understand the cause of the damage since the 1994 Northridge–California earthquake. A research conducted by the SAC Joint Venture has helped to improve the current code requirements for steel special moment frame design. One major outcome of these research efforts was on the enhanced design requirements for column splices. For example, AISC 341 Seismic Provisions require that column splices in intermediate and special moment frames, when not made using complete joint penetration welds, be designed to develop the expected flexural strength of the smaller connected column and the shear demand associated with flexural hinging at the top and bottom of the spliced column. This paper focuses on the effect of various span lengths on seismic demands on column splices in steel moment-resisting frames. A comprehensive nonlinear analytic investigation was undertaken to evaluate the seismic responses of 4- and 9-story moment-resisting frames with constant and various span lengths subject to an ensemble of 20 strong ground motions. The results indicate that the structural response is sensitive to the span length and variable span length within the frame might significantly increase the seismic demand on column splices. Various span lengths Elsevier Column splice Elsevier Steel moment frames Elsevier Seismic design Elsevier Doran, Bilge oth Sabol, Thomas A. oth Seker, Onur oth Toru, Pinar oth Shen, Jay oth Enthalten in Elsevier Science Mariani, Marcello M. ELSEVIER Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions 2022 the journal of earthquake, wind and ocean engineering Amsterdam [u.a.] (DE-627)ELV009490973 volume:70 year:2014 day:1 month:07 pages:94-105 extent:12 https://doi.org/10.1016/j.engstruct.2014.03.013 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 70 2014 1 0701 94-105 12 045F 690 |
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A research conducted by the SAC Joint Venture has helped to improve the current code requirements for steel special moment frame design. One major outcome of these research efforts was on the enhanced design requirements for column splices. For example, AISC 341 Seismic Provisions require that column splices in intermediate and special moment frames, when not made using complete joint penetration welds, be designed to develop the expected flexural strength of the smaller connected column and the shear demand associated with flexural hinging at the top and bottom of the spliced column. This paper focuses on the effect of various span lengths on seismic demands on column splices in steel moment-resisting frames. A comprehensive nonlinear analytic investigation was undertaken to evaluate the seismic responses of 4- and 9-story moment-resisting frames with constant and various span lengths subject to an ensemble of 20 strong ground motions. 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Effect of various span lengths on seismic demand on column splices in steel moment frames |
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Steel moment frames have gone through intensive investigation to understand the cause of the damage since the 1994 Northridge–California earthquake. A research conducted by the SAC Joint Venture has helped to improve the current code requirements for steel special moment frame design. One major outcome of these research efforts was on the enhanced design requirements for column splices. For example, AISC 341 Seismic Provisions require that column splices in intermediate and special moment frames, when not made using complete joint penetration welds, be designed to develop the expected flexural strength of the smaller connected column and the shear demand associated with flexural hinging at the top and bottom of the spliced column. This paper focuses on the effect of various span lengths on seismic demands on column splices in steel moment-resisting frames. A comprehensive nonlinear analytic investigation was undertaken to evaluate the seismic responses of 4- and 9-story moment-resisting frames with constant and various span lengths subject to an ensemble of 20 strong ground motions. The results indicate that the structural response is sensitive to the span length and variable span length within the frame might significantly increase the seismic demand on column splices. |
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Steel moment frames have gone through intensive investigation to understand the cause of the damage since the 1994 Northridge–California earthquake. A research conducted by the SAC Joint Venture has helped to improve the current code requirements for steel special moment frame design. One major outcome of these research efforts was on the enhanced design requirements for column splices. For example, AISC 341 Seismic Provisions require that column splices in intermediate and special moment frames, when not made using complete joint penetration welds, be designed to develop the expected flexural strength of the smaller connected column and the shear demand associated with flexural hinging at the top and bottom of the spliced column. This paper focuses on the effect of various span lengths on seismic demands on column splices in steel moment-resisting frames. A comprehensive nonlinear analytic investigation was undertaken to evaluate the seismic responses of 4- and 9-story moment-resisting frames with constant and various span lengths subject to an ensemble of 20 strong ground motions. The results indicate that the structural response is sensitive to the span length and variable span length within the frame might significantly increase the seismic demand on column splices. |
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Steel moment frames have gone through intensive investigation to understand the cause of the damage since the 1994 Northridge–California earthquake. A research conducted by the SAC Joint Venture has helped to improve the current code requirements for steel special moment frame design. One major outcome of these research efforts was on the enhanced design requirements for column splices. For example, AISC 341 Seismic Provisions require that column splices in intermediate and special moment frames, when not made using complete joint penetration welds, be designed to develop the expected flexural strength of the smaller connected column and the shear demand associated with flexural hinging at the top and bottom of the spliced column. This paper focuses on the effect of various span lengths on seismic demands on column splices in steel moment-resisting frames. A comprehensive nonlinear analytic investigation was undertaken to evaluate the seismic responses of 4- and 9-story moment-resisting frames with constant and various span lengths subject to an ensemble of 20 strong ground motions. The results indicate that the structural response is sensitive to the span length and variable span length within the frame might significantly increase the seismic demand on column splices. |
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