Experimental and numerical investigation of low-yield-strength (LYS) steel plate shear walls under cyclic loading
• Cyclic behavior of low yield strength SPSW of experimentally and numerically was investigated. • The type of beam-to-column connection, effects on ductility, strength and energy dissipation and negligibility effect on initial stiffness. • The nonlinear FE models of SPSWs were validated with experi...
Ausführliche Beschreibung
Autor*in: |
Gorji Azandariani, Mojtaba [verfasserIn] |
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Format: |
E-Artikel |
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Sprache: |
Englisch |
Erschienen: |
2020 |
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Schlagwörter: |
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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:203 ; year:2020 ; day:15 ; month:01 ; pages:0 |
Links: |
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DOI / URN: |
10.1016/j.engstruct.2019.109866 |
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Katalog-ID: |
ELV048634492 |
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10.1016/j.engstruct.2019.109866 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000000825.pica (DE-627)ELV048634492 (ELSEVIER)S0141-0296(19)32774-9 DE-627 ger DE-627 rakwb eng 330 600 VZ 85.15 bkl Gorji Azandariani, Mojtaba verfasserin aut Experimental and numerical investigation of low-yield-strength (LYS) steel plate shear walls under cyclic loading 2020 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • Cyclic behavior of low yield strength SPSW of experimentally and numerically was investigated. • The type of beam-to-column connection, effects on ductility, strength and energy dissipation and negligibility effect on initial stiffness. • The nonlinear FE models of SPSWs were validated with experimental results. • The effects of key parameters on the performance of the SPSWs systems were investigated. Low-yield-strength (LYS) steel Elsevier Ductility Elsevier Energy dissipation Elsevier Steel plate shear wall (SPSW) Elsevier Hysteresis behavior Elsevier Gholhaki, Majid oth Kafi, Mohammad Ali 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:203 year:2020 day:15 month:01 pages:0 https://doi.org/10.1016/j.engstruct.2019.109866 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 203 2020 15 0115 0 |
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10.1016/j.engstruct.2019.109866 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000000825.pica (DE-627)ELV048634492 (ELSEVIER)S0141-0296(19)32774-9 DE-627 ger DE-627 rakwb eng 330 600 VZ 85.15 bkl Gorji Azandariani, Mojtaba verfasserin aut Experimental and numerical investigation of low-yield-strength (LYS) steel plate shear walls under cyclic loading 2020 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • Cyclic behavior of low yield strength SPSW of experimentally and numerically was investigated. • The type of beam-to-column connection, effects on ductility, strength and energy dissipation and negligibility effect on initial stiffness. • The nonlinear FE models of SPSWs were validated with experimental results. • The effects of key parameters on the performance of the SPSWs systems were investigated. Low-yield-strength (LYS) steel Elsevier Ductility Elsevier Energy dissipation Elsevier Steel plate shear wall (SPSW) Elsevier Hysteresis behavior Elsevier Gholhaki, Majid oth Kafi, Mohammad Ali 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:203 year:2020 day:15 month:01 pages:0 https://doi.org/10.1016/j.engstruct.2019.109866 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 203 2020 15 0115 0 |
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10.1016/j.engstruct.2019.109866 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000000825.pica (DE-627)ELV048634492 (ELSEVIER)S0141-0296(19)32774-9 DE-627 ger DE-627 rakwb eng 330 600 VZ 85.15 bkl Gorji Azandariani, Mojtaba verfasserin aut Experimental and numerical investigation of low-yield-strength (LYS) steel plate shear walls under cyclic loading 2020 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • Cyclic behavior of low yield strength SPSW of experimentally and numerically was investigated. • The type of beam-to-column connection, effects on ductility, strength and energy dissipation and negligibility effect on initial stiffness. • The nonlinear FE models of SPSWs were validated with experimental results. • The effects of key parameters on the performance of the SPSWs systems were investigated. Low-yield-strength (LYS) steel Elsevier Ductility Elsevier Energy dissipation Elsevier Steel plate shear wall (SPSW) Elsevier Hysteresis behavior Elsevier Gholhaki, Majid oth Kafi, Mohammad Ali 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:203 year:2020 day:15 month:01 pages:0 https://doi.org/10.1016/j.engstruct.2019.109866 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 203 2020 15 0115 0 |
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10.1016/j.engstruct.2019.109866 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000000825.pica (DE-627)ELV048634492 (ELSEVIER)S0141-0296(19)32774-9 DE-627 ger DE-627 rakwb eng 330 600 VZ 85.15 bkl Gorji Azandariani, Mojtaba verfasserin aut Experimental and numerical investigation of low-yield-strength (LYS) steel plate shear walls under cyclic loading 2020 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • Cyclic behavior of low yield strength SPSW of experimentally and numerically was investigated. • The type of beam-to-column connection, effects on ductility, strength and energy dissipation and negligibility effect on initial stiffness. • The nonlinear FE models of SPSWs were validated with experimental results. • The effects of key parameters on the performance of the SPSWs systems were investigated. Low-yield-strength (LYS) steel Elsevier Ductility Elsevier Energy dissipation Elsevier Steel plate shear wall (SPSW) Elsevier Hysteresis behavior Elsevier Gholhaki, Majid oth Kafi, Mohammad Ali 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:203 year:2020 day:15 month:01 pages:0 https://doi.org/10.1016/j.engstruct.2019.109866 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 203 2020 15 0115 0 |
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Experimental and numerical investigation of low-yield-strength (LYS) steel plate shear walls under cyclic loading |
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• Cyclic behavior of low yield strength SPSW of experimentally and numerically was investigated. • The type of beam-to-column connection, effects on ductility, strength and energy dissipation and negligibility effect on initial stiffness. • The nonlinear FE models of SPSWs were validated with experimental results. • The effects of key parameters on the performance of the SPSWs systems were investigated. |
abstractGer |
• Cyclic behavior of low yield strength SPSW of experimentally and numerically was investigated. • The type of beam-to-column connection, effects on ductility, strength and energy dissipation and negligibility effect on initial stiffness. • The nonlinear FE models of SPSWs were validated with experimental results. • The effects of key parameters on the performance of the SPSWs systems were investigated. |
abstract_unstemmed |
• Cyclic behavior of low yield strength SPSW of experimentally and numerically was investigated. • The type of beam-to-column connection, effects on ductility, strength and energy dissipation and negligibility effect on initial stiffness. • The nonlinear FE models of SPSWs were validated with experimental results. • The effects of key parameters on the performance of the SPSWs systems were investigated. |
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Experimental and numerical investigation of low-yield-strength (LYS) steel plate shear walls under cyclic loading |
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