Experimental study and numerical simulation of corrugated steel plate shear walls subjected to cyclic loads
This paper describes experimental and numerical investigations of the hysteretic behaviour of the corrugated steel plate shear wall (CSPSW). Two single-bay, two-storey CSPSWs without elastic buckling were cyclically tested. A numerical model was developed to simulate the experimental results. The in...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Cao, Qiang [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2018transfer abstract |
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| Schlagwörter: |
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| Umfang: |
12 |
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| Übergeordnetes Werk: |
Enthalten in: Transmission of feto-placental metabolic anomalies through paternal lineage - Capobianco, Evangelina ELSEVIER, 2022, Amsterdam [u.a.] |
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| Übergeordnetes Werk: |
volume:127 ; year:2018 ; pages:306-317 ; extent:12 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.tws.2018.01.042 |
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ELV042743273 |
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| 520 | |a This paper describes experimental and numerical investigations of the hysteretic behaviour of the corrugated steel plate shear wall (CSPSW). Two single-bay, two-storey CSPSWs without elastic buckling were cyclically tested. A numerical model was developed to simulate the experimental results. The inelastic buckling capacity and failure mode of the corrugated steel plate shear wall were examined. The results revealed that through the proper design of the corrugation parameters, the corrugated steel plate shear wall could avoid elastic buckling, and this shear wall had high initial stiffness buckling, strength, energy dissipation and ductility. In addition, the feasibility of the simultaneous construction of corrugated steel plates and frames was discussed. Finally, the serviceability of the existing design methods for corrugated steel plate shear walls was examined, which proved that the plate-frame interaction model could predict the shear strength and initial stiffness of the corrugated steel plate shear walls with good accuracy. | ||
| 520 | |a This paper describes experimental and numerical investigations of the hysteretic behaviour of the corrugated steel plate shear wall (CSPSW). Two single-bay, two-storey CSPSWs without elastic buckling were cyclically tested. A numerical model was developed to simulate the experimental results. The inelastic buckling capacity and failure mode of the corrugated steel plate shear wall were examined. The results revealed that through the proper design of the corrugation parameters, the corrugated steel plate shear wall could avoid elastic buckling, and this shear wall had high initial stiffness buckling, strength, energy dissipation and ductility. In addition, the feasibility of the simultaneous construction of corrugated steel plates and frames was discussed. Finally, the serviceability of the existing design methods for corrugated steel plate shear walls was examined, which proved that the plate-frame interaction model could predict the shear strength and initial stiffness of the corrugated steel plate shear walls with good accuracy. | ||
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10.1016/j.tws.2018.01.042 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001019.pica (DE-627)ELV042743273 (ELSEVIER)S0263-8231(17)31186-2 DE-627 ger DE-627 rakwb eng 610 VZ 44.92 bkl Cao, Qiang verfasserin aut Experimental study and numerical simulation of corrugated steel plate shear walls subjected to cyclic loads 2018transfer abstract 12 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This paper describes experimental and numerical investigations of the hysteretic behaviour of the corrugated steel plate shear wall (CSPSW). Two single-bay, two-storey CSPSWs without elastic buckling were cyclically tested. A numerical model was developed to simulate the experimental results. The inelastic buckling capacity and failure mode of the corrugated steel plate shear wall were examined. The results revealed that through the proper design of the corrugation parameters, the corrugated steel plate shear wall could avoid elastic buckling, and this shear wall had high initial stiffness buckling, strength, energy dissipation and ductility. In addition, the feasibility of the simultaneous construction of corrugated steel plates and frames was discussed. Finally, the serviceability of the existing design methods for corrugated steel plate shear walls was examined, which proved that the plate-frame interaction model could predict the shear strength and initial stiffness of the corrugated steel plate shear walls with good accuracy. This paper describes experimental and numerical investigations of the hysteretic behaviour of the corrugated steel plate shear wall (CSPSW). Two single-bay, two-storey CSPSWs without elastic buckling were cyclically tested. A numerical model was developed to simulate the experimental results. The inelastic buckling capacity and failure mode of the corrugated steel plate shear wall were examined. The results revealed that through the proper design of the corrugation parameters, the corrugated steel plate shear wall could avoid elastic buckling, and this shear wall had high initial stiffness buckling, strength, energy dissipation and ductility. In addition, the feasibility of the simultaneous construction of corrugated steel plates and frames was discussed. Finally, the serviceability of the existing design methods for corrugated steel plate shear walls was examined, which proved that the plate-frame interaction model could predict the shear strength and initial stiffness of the corrugated steel plate shear walls with good accuracy. Cyclic loading Elsevier Corrugated steel plate shear wall Elsevier Elastic buckling Elsevier Stress redistribution Elsevier Inelastic buckling Elsevier Tension filed action Elsevier Huang, Jingyu oth Enthalten in Elsevier Science Capobianco, Evangelina ELSEVIER Transmission of feto-placental metabolic anomalies through paternal lineage 2022 Amsterdam [u.a.] (DE-627)ELV007893337 volume:127 year:2018 pages:306-317 extent:12 https://doi.org/10.1016/j.tws.2018.01.042 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 44.92 Gynäkologie VZ AR 127 2018 306-317 12 |
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10.1016/j.tws.2018.01.042 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001019.pica (DE-627)ELV042743273 (ELSEVIER)S0263-8231(17)31186-2 DE-627 ger DE-627 rakwb eng 610 VZ 44.92 bkl Cao, Qiang verfasserin aut Experimental study and numerical simulation of corrugated steel plate shear walls subjected to cyclic loads 2018transfer abstract 12 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This paper describes experimental and numerical investigations of the hysteretic behaviour of the corrugated steel plate shear wall (CSPSW). Two single-bay, two-storey CSPSWs without elastic buckling were cyclically tested. A numerical model was developed to simulate the experimental results. The inelastic buckling capacity and failure mode of the corrugated steel plate shear wall were examined. The results revealed that through the proper design of the corrugation parameters, the corrugated steel plate shear wall could avoid elastic buckling, and this shear wall had high initial stiffness buckling, strength, energy dissipation and ductility. In addition, the feasibility of the simultaneous construction of corrugated steel plates and frames was discussed. Finally, the serviceability of the existing design methods for corrugated steel plate shear walls was examined, which proved that the plate-frame interaction model could predict the shear strength and initial stiffness of the corrugated steel plate shear walls with good accuracy. This paper describes experimental and numerical investigations of the hysteretic behaviour of the corrugated steel plate shear wall (CSPSW). Two single-bay, two-storey CSPSWs without elastic buckling were cyclically tested. A numerical model was developed to simulate the experimental results. The inelastic buckling capacity and failure mode of the corrugated steel plate shear wall were examined. The results revealed that through the proper design of the corrugation parameters, the corrugated steel plate shear wall could avoid elastic buckling, and this shear wall had high initial stiffness buckling, strength, energy dissipation and ductility. In addition, the feasibility of the simultaneous construction of corrugated steel plates and frames was discussed. Finally, the serviceability of the existing design methods for corrugated steel plate shear walls was examined, which proved that the plate-frame interaction model could predict the shear strength and initial stiffness of the corrugated steel plate shear walls with good accuracy. Cyclic loading Elsevier Corrugated steel plate shear wall Elsevier Elastic buckling Elsevier Stress redistribution Elsevier Inelastic buckling Elsevier Tension filed action Elsevier Huang, Jingyu oth Enthalten in Elsevier Science Capobianco, Evangelina ELSEVIER Transmission of feto-placental metabolic anomalies through paternal lineage 2022 Amsterdam [u.a.] (DE-627)ELV007893337 volume:127 year:2018 pages:306-317 extent:12 https://doi.org/10.1016/j.tws.2018.01.042 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 44.92 Gynäkologie VZ AR 127 2018 306-317 12 |
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10.1016/j.tws.2018.01.042 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001019.pica (DE-627)ELV042743273 (ELSEVIER)S0263-8231(17)31186-2 DE-627 ger DE-627 rakwb eng 610 VZ 44.92 bkl Cao, Qiang verfasserin aut Experimental study and numerical simulation of corrugated steel plate shear walls subjected to cyclic loads 2018transfer abstract 12 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This paper describes experimental and numerical investigations of the hysteretic behaviour of the corrugated steel plate shear wall (CSPSW). Two single-bay, two-storey CSPSWs without elastic buckling were cyclically tested. A numerical model was developed to simulate the experimental results. The inelastic buckling capacity and failure mode of the corrugated steel plate shear wall were examined. The results revealed that through the proper design of the corrugation parameters, the corrugated steel plate shear wall could avoid elastic buckling, and this shear wall had high initial stiffness buckling, strength, energy dissipation and ductility. In addition, the feasibility of the simultaneous construction of corrugated steel plates and frames was discussed. Finally, the serviceability of the existing design methods for corrugated steel plate shear walls was examined, which proved that the plate-frame interaction model could predict the shear strength and initial stiffness of the corrugated steel plate shear walls with good accuracy. This paper describes experimental and numerical investigations of the hysteretic behaviour of the corrugated steel plate shear wall (CSPSW). Two single-bay, two-storey CSPSWs without elastic buckling were cyclically tested. A numerical model was developed to simulate the experimental results. The inelastic buckling capacity and failure mode of the corrugated steel plate shear wall were examined. The results revealed that through the proper design of the corrugation parameters, the corrugated steel plate shear wall could avoid elastic buckling, and this shear wall had high initial stiffness buckling, strength, energy dissipation and ductility. In addition, the feasibility of the simultaneous construction of corrugated steel plates and frames was discussed. Finally, the serviceability of the existing design methods for corrugated steel plate shear walls was examined, which proved that the plate-frame interaction model could predict the shear strength and initial stiffness of the corrugated steel plate shear walls with good accuracy. Cyclic loading Elsevier Corrugated steel plate shear wall Elsevier Elastic buckling Elsevier Stress redistribution Elsevier Inelastic buckling Elsevier Tension filed action Elsevier Huang, Jingyu oth Enthalten in Elsevier Science Capobianco, Evangelina ELSEVIER Transmission of feto-placental metabolic anomalies through paternal lineage 2022 Amsterdam [u.a.] (DE-627)ELV007893337 volume:127 year:2018 pages:306-317 extent:12 https://doi.org/10.1016/j.tws.2018.01.042 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 44.92 Gynäkologie VZ AR 127 2018 306-317 12 |
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10.1016/j.tws.2018.01.042 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001019.pica (DE-627)ELV042743273 (ELSEVIER)S0263-8231(17)31186-2 DE-627 ger DE-627 rakwb eng 610 VZ 44.92 bkl Cao, Qiang verfasserin aut Experimental study and numerical simulation of corrugated steel plate shear walls subjected to cyclic loads 2018transfer abstract 12 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This paper describes experimental and numerical investigations of the hysteretic behaviour of the corrugated steel plate shear wall (CSPSW). Two single-bay, two-storey CSPSWs without elastic buckling were cyclically tested. A numerical model was developed to simulate the experimental results. The inelastic buckling capacity and failure mode of the corrugated steel plate shear wall were examined. The results revealed that through the proper design of the corrugation parameters, the corrugated steel plate shear wall could avoid elastic buckling, and this shear wall had high initial stiffness buckling, strength, energy dissipation and ductility. In addition, the feasibility of the simultaneous construction of corrugated steel plates and frames was discussed. Finally, the serviceability of the existing design methods for corrugated steel plate shear walls was examined, which proved that the plate-frame interaction model could predict the shear strength and initial stiffness of the corrugated steel plate shear walls with good accuracy. This paper describes experimental and numerical investigations of the hysteretic behaviour of the corrugated steel plate shear wall (CSPSW). Two single-bay, two-storey CSPSWs without elastic buckling were cyclically tested. A numerical model was developed to simulate the experimental results. The inelastic buckling capacity and failure mode of the corrugated steel plate shear wall were examined. The results revealed that through the proper design of the corrugation parameters, the corrugated steel plate shear wall could avoid elastic buckling, and this shear wall had high initial stiffness buckling, strength, energy dissipation and ductility. In addition, the feasibility of the simultaneous construction of corrugated steel plates and frames was discussed. Finally, the serviceability of the existing design methods for corrugated steel plate shear walls was examined, which proved that the plate-frame interaction model could predict the shear strength and initial stiffness of the corrugated steel plate shear walls with good accuracy. Cyclic loading Elsevier Corrugated steel plate shear wall Elsevier Elastic buckling Elsevier Stress redistribution Elsevier Inelastic buckling Elsevier Tension filed action Elsevier Huang, Jingyu oth Enthalten in Elsevier Science Capobianco, Evangelina ELSEVIER Transmission of feto-placental metabolic anomalies through paternal lineage 2022 Amsterdam [u.a.] (DE-627)ELV007893337 volume:127 year:2018 pages:306-317 extent:12 https://doi.org/10.1016/j.tws.2018.01.042 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 44.92 Gynäkologie VZ AR 127 2018 306-317 12 |
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10.1016/j.tws.2018.01.042 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001019.pica (DE-627)ELV042743273 (ELSEVIER)S0263-8231(17)31186-2 DE-627 ger DE-627 rakwb eng 610 VZ 44.92 bkl Cao, Qiang verfasserin aut Experimental study and numerical simulation of corrugated steel plate shear walls subjected to cyclic loads 2018transfer abstract 12 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This paper describes experimental and numerical investigations of the hysteretic behaviour of the corrugated steel plate shear wall (CSPSW). Two single-bay, two-storey CSPSWs without elastic buckling were cyclically tested. A numerical model was developed to simulate the experimental results. The inelastic buckling capacity and failure mode of the corrugated steel plate shear wall were examined. The results revealed that through the proper design of the corrugation parameters, the corrugated steel plate shear wall could avoid elastic buckling, and this shear wall had high initial stiffness buckling, strength, energy dissipation and ductility. In addition, the feasibility of the simultaneous construction of corrugated steel plates and frames was discussed. Finally, the serviceability of the existing design methods for corrugated steel plate shear walls was examined, which proved that the plate-frame interaction model could predict the shear strength and initial stiffness of the corrugated steel plate shear walls with good accuracy. This paper describes experimental and numerical investigations of the hysteretic behaviour of the corrugated steel plate shear wall (CSPSW). Two single-bay, two-storey CSPSWs without elastic buckling were cyclically tested. A numerical model was developed to simulate the experimental results. The inelastic buckling capacity and failure mode of the corrugated steel plate shear wall were examined. The results revealed that through the proper design of the corrugation parameters, the corrugated steel plate shear wall could avoid elastic buckling, and this shear wall had high initial stiffness buckling, strength, energy dissipation and ductility. In addition, the feasibility of the simultaneous construction of corrugated steel plates and frames was discussed. Finally, the serviceability of the existing design methods for corrugated steel plate shear walls was examined, which proved that the plate-frame interaction model could predict the shear strength and initial stiffness of the corrugated steel plate shear walls with good accuracy. Cyclic loading Elsevier Corrugated steel plate shear wall Elsevier Elastic buckling Elsevier Stress redistribution Elsevier Inelastic buckling Elsevier Tension filed action Elsevier Huang, Jingyu oth Enthalten in Elsevier Science Capobianco, Evangelina ELSEVIER Transmission of feto-placental metabolic anomalies through paternal lineage 2022 Amsterdam [u.a.] (DE-627)ELV007893337 volume:127 year:2018 pages:306-317 extent:12 https://doi.org/10.1016/j.tws.2018.01.042 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 44.92 Gynäkologie VZ AR 127 2018 306-317 12 |
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Experimental study and numerical simulation of corrugated steel plate shear walls subjected to cyclic loads |
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Transmission of feto-placental metabolic anomalies through paternal lineage |
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experimental study and numerical simulation of corrugated steel plate shear walls subjected to cyclic loads |
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Experimental study and numerical simulation of corrugated steel plate shear walls subjected to cyclic loads |
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This paper describes experimental and numerical investigations of the hysteretic behaviour of the corrugated steel plate shear wall (CSPSW). Two single-bay, two-storey CSPSWs without elastic buckling were cyclically tested. A numerical model was developed to simulate the experimental results. The inelastic buckling capacity and failure mode of the corrugated steel plate shear wall were examined. The results revealed that through the proper design of the corrugation parameters, the corrugated steel plate shear wall could avoid elastic buckling, and this shear wall had high initial stiffness buckling, strength, energy dissipation and ductility. In addition, the feasibility of the simultaneous construction of corrugated steel plates and frames was discussed. Finally, the serviceability of the existing design methods for corrugated steel plate shear walls was examined, which proved that the plate-frame interaction model could predict the shear strength and initial stiffness of the corrugated steel plate shear walls with good accuracy. |
| abstractGer |
This paper describes experimental and numerical investigations of the hysteretic behaviour of the corrugated steel plate shear wall (CSPSW). Two single-bay, two-storey CSPSWs without elastic buckling were cyclically tested. A numerical model was developed to simulate the experimental results. The inelastic buckling capacity and failure mode of the corrugated steel plate shear wall were examined. The results revealed that through the proper design of the corrugation parameters, the corrugated steel plate shear wall could avoid elastic buckling, and this shear wall had high initial stiffness buckling, strength, energy dissipation and ductility. In addition, the feasibility of the simultaneous construction of corrugated steel plates and frames was discussed. Finally, the serviceability of the existing design methods for corrugated steel plate shear walls was examined, which proved that the plate-frame interaction model could predict the shear strength and initial stiffness of the corrugated steel plate shear walls with good accuracy. |
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This paper describes experimental and numerical investigations of the hysteretic behaviour of the corrugated steel plate shear wall (CSPSW). Two single-bay, two-storey CSPSWs without elastic buckling were cyclically tested. A numerical model was developed to simulate the experimental results. The inelastic buckling capacity and failure mode of the corrugated steel plate shear wall were examined. The results revealed that through the proper design of the corrugation parameters, the corrugated steel plate shear wall could avoid elastic buckling, and this shear wall had high initial stiffness buckling, strength, energy dissipation and ductility. In addition, the feasibility of the simultaneous construction of corrugated steel plates and frames was discussed. Finally, the serviceability of the existing design methods for corrugated steel plate shear walls was examined, which proved that the plate-frame interaction model could predict the shear strength and initial stiffness of the corrugated steel plate shear walls with good accuracy. |
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Experimental study and numerical simulation of corrugated steel plate shear walls subjected to cyclic loads |
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