Time domain modeling of a dynamic impact oscillator under wave excitations
This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear...
Ausführliche Beschreibung
Autor*in: |
Chen, Mingsheng [verfasserIn] |
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Format: |
E-Artikel |
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Sprache: |
Englisch |
Erschienen: |
2014transfer abstract |
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Umfang: |
12 |
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Übergeordnetes Werk: |
Enthalten in: Self-healable hydrogel on tumor cell as drug delivery system for localized and effective therapy - Chang, Guanru ELSEVIER, 2015, Amsterdam [u.a.] |
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Übergeordnetes Werk: |
volume:76 ; year:2014 ; day:15 ; month:01 ; pages:40-51 ; extent:12 |
Links: |
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DOI / URN: |
10.1016/j.oceaneng.2013.10.004 |
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Katalog-ID: |
ELV02852327X |
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520 | |a This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear effects. By replacing the time-consuming convolution terms, the resulting model is very efficient in dealing with nonlinear problems. The established time domain model is applied to investigate Leg Mating Unit (LMU) impacts during a float-over operation by considering the heaving motions of the whole system. Both a one-body system (considering that barge and deck move as one rigid body) and a two-body system (barge and deck moving separately) are considered in this paper. The techniques of impact maps, Poincaré maps, bifurcation diagrams and phase portraits are used to investigate the motion characteristics of the barge-deck system undergoing vertical impacts with the substructure. | ||
520 | |a This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear effects. By replacing the time-consuming convolution terms, the resulting model is very efficient in dealing with nonlinear problems. The established time domain model is applied to investigate Leg Mating Unit (LMU) impacts during a float-over operation by considering the heaving motions of the whole system. Both a one-body system (considering that barge and deck move as one rigid body) and a two-body system (barge and deck moving separately) are considered in this paper. The techniques of impact maps, Poincaré maps, bifurcation diagrams and phase portraits are used to investigate the motion characteristics of the barge-deck system undergoing vertical impacts with the substructure. | ||
650 | 7 | |a Bifurcation diagram |2 Elsevier | |
650 | 7 | |a Poincaré map |2 Elsevier | |
650 | 7 | |a Wave-induced impact |2 Elsevier | |
650 | 7 | |a Cummins equation |2 Elsevier | |
650 | 7 | |a Impact map |2 Elsevier | |
650 | 7 | |a Float-over |2 Elsevier | |
650 | 7 | |a Time domain model |2 Elsevier | |
650 | 7 | |a State-space model |2 Elsevier | |
700 | 1 | |a Eatock Taylor, Rodney |4 oth | |
700 | 1 | |a Choo, Yoo Sang |4 oth | |
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10.1016/j.oceaneng.2013.10.004 doi GBVA2014023000001.pica (DE-627)ELV02852327X (ELSEVIER)S0029-8018(13)00373-9 DE-627 ger DE-627 rakwb eng 690 690 DE-600 540 VZ 660 VZ 540 VZ BIODIV DE-30 fid 42.13 bkl Chen, Mingsheng verfasserin aut Time domain modeling of a dynamic impact oscillator under wave excitations 2014transfer abstract 12 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear effects. By replacing the time-consuming convolution terms, the resulting model is very efficient in dealing with nonlinear problems. The established time domain model is applied to investigate Leg Mating Unit (LMU) impacts during a float-over operation by considering the heaving motions of the whole system. Both a one-body system (considering that barge and deck move as one rigid body) and a two-body system (barge and deck moving separately) are considered in this paper. The techniques of impact maps, Poincaré maps, bifurcation diagrams and phase portraits are used to investigate the motion characteristics of the barge-deck system undergoing vertical impacts with the substructure. This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear effects. By replacing the time-consuming convolution terms, the resulting model is very efficient in dealing with nonlinear problems. The established time domain model is applied to investigate Leg Mating Unit (LMU) impacts during a float-over operation by considering the heaving motions of the whole system. Both a one-body system (considering that barge and deck move as one rigid body) and a two-body system (barge and deck moving separately) are considered in this paper. The techniques of impact maps, Poincaré maps, bifurcation diagrams and phase portraits are used to investigate the motion characteristics of the barge-deck system undergoing vertical impacts with the substructure. Bifurcation diagram Elsevier Poincaré map Elsevier Wave-induced impact Elsevier Cummins equation Elsevier Impact map Elsevier Float-over Elsevier Time domain model Elsevier State-space model Elsevier Eatock Taylor, Rodney oth Choo, Yoo Sang oth Enthalten in Elsevier Science Chang, Guanru ELSEVIER Self-healable hydrogel on tumor cell as drug delivery system for localized and effective therapy 2015 Amsterdam [u.a.] (DE-627)ELV01276728X volume:76 year:2014 day:15 month:01 pages:40-51 extent:12 https://doi.org/10.1016/j.oceaneng.2013.10.004 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA 42.13 Molekularbiologie VZ AR 76 2014 15 0115 40-51 12 045F 690 |
spelling |
10.1016/j.oceaneng.2013.10.004 doi GBVA2014023000001.pica (DE-627)ELV02852327X (ELSEVIER)S0029-8018(13)00373-9 DE-627 ger DE-627 rakwb eng 690 690 DE-600 540 VZ 660 VZ 540 VZ BIODIV DE-30 fid 42.13 bkl Chen, Mingsheng verfasserin aut Time domain modeling of a dynamic impact oscillator under wave excitations 2014transfer abstract 12 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear effects. By replacing the time-consuming convolution terms, the resulting model is very efficient in dealing with nonlinear problems. The established time domain model is applied to investigate Leg Mating Unit (LMU) impacts during a float-over operation by considering the heaving motions of the whole system. Both a one-body system (considering that barge and deck move as one rigid body) and a two-body system (barge and deck moving separately) are considered in this paper. The techniques of impact maps, Poincaré maps, bifurcation diagrams and phase portraits are used to investigate the motion characteristics of the barge-deck system undergoing vertical impacts with the substructure. This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear effects. By replacing the time-consuming convolution terms, the resulting model is very efficient in dealing with nonlinear problems. The established time domain model is applied to investigate Leg Mating Unit (LMU) impacts during a float-over operation by considering the heaving motions of the whole system. Both a one-body system (considering that barge and deck move as one rigid body) and a two-body system (barge and deck moving separately) are considered in this paper. The techniques of impact maps, Poincaré maps, bifurcation diagrams and phase portraits are used to investigate the motion characteristics of the barge-deck system undergoing vertical impacts with the substructure. Bifurcation diagram Elsevier Poincaré map Elsevier Wave-induced impact Elsevier Cummins equation Elsevier Impact map Elsevier Float-over Elsevier Time domain model Elsevier State-space model Elsevier Eatock Taylor, Rodney oth Choo, Yoo Sang oth Enthalten in Elsevier Science Chang, Guanru ELSEVIER Self-healable hydrogel on tumor cell as drug delivery system for localized and effective therapy 2015 Amsterdam [u.a.] (DE-627)ELV01276728X volume:76 year:2014 day:15 month:01 pages:40-51 extent:12 https://doi.org/10.1016/j.oceaneng.2013.10.004 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA 42.13 Molekularbiologie VZ AR 76 2014 15 0115 40-51 12 045F 690 |
allfields_unstemmed |
10.1016/j.oceaneng.2013.10.004 doi GBVA2014023000001.pica (DE-627)ELV02852327X (ELSEVIER)S0029-8018(13)00373-9 DE-627 ger DE-627 rakwb eng 690 690 DE-600 540 VZ 660 VZ 540 VZ BIODIV DE-30 fid 42.13 bkl Chen, Mingsheng verfasserin aut Time domain modeling of a dynamic impact oscillator under wave excitations 2014transfer abstract 12 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear effects. By replacing the time-consuming convolution terms, the resulting model is very efficient in dealing with nonlinear problems. The established time domain model is applied to investigate Leg Mating Unit (LMU) impacts during a float-over operation by considering the heaving motions of the whole system. Both a one-body system (considering that barge and deck move as one rigid body) and a two-body system (barge and deck moving separately) are considered in this paper. The techniques of impact maps, Poincaré maps, bifurcation diagrams and phase portraits are used to investigate the motion characteristics of the barge-deck system undergoing vertical impacts with the substructure. This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear effects. By replacing the time-consuming convolution terms, the resulting model is very efficient in dealing with nonlinear problems. The established time domain model is applied to investigate Leg Mating Unit (LMU) impacts during a float-over operation by considering the heaving motions of the whole system. Both a one-body system (considering that barge and deck move as one rigid body) and a two-body system (barge and deck moving separately) are considered in this paper. The techniques of impact maps, Poincaré maps, bifurcation diagrams and phase portraits are used to investigate the motion characteristics of the barge-deck system undergoing vertical impacts with the substructure. Bifurcation diagram Elsevier Poincaré map Elsevier Wave-induced impact Elsevier Cummins equation Elsevier Impact map Elsevier Float-over Elsevier Time domain model Elsevier State-space model Elsevier Eatock Taylor, Rodney oth Choo, Yoo Sang oth Enthalten in Elsevier Science Chang, Guanru ELSEVIER Self-healable hydrogel on tumor cell as drug delivery system for localized and effective therapy 2015 Amsterdam [u.a.] (DE-627)ELV01276728X volume:76 year:2014 day:15 month:01 pages:40-51 extent:12 https://doi.org/10.1016/j.oceaneng.2013.10.004 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA 42.13 Molekularbiologie VZ AR 76 2014 15 0115 40-51 12 045F 690 |
allfieldsGer |
10.1016/j.oceaneng.2013.10.004 doi GBVA2014023000001.pica (DE-627)ELV02852327X (ELSEVIER)S0029-8018(13)00373-9 DE-627 ger DE-627 rakwb eng 690 690 DE-600 540 VZ 660 VZ 540 VZ BIODIV DE-30 fid 42.13 bkl Chen, Mingsheng verfasserin aut Time domain modeling of a dynamic impact oscillator under wave excitations 2014transfer abstract 12 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear effects. By replacing the time-consuming convolution terms, the resulting model is very efficient in dealing with nonlinear problems. The established time domain model is applied to investigate Leg Mating Unit (LMU) impacts during a float-over operation by considering the heaving motions of the whole system. Both a one-body system (considering that barge and deck move as one rigid body) and a two-body system (barge and deck moving separately) are considered in this paper. The techniques of impact maps, Poincaré maps, bifurcation diagrams and phase portraits are used to investigate the motion characteristics of the barge-deck system undergoing vertical impacts with the substructure. This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear effects. By replacing the time-consuming convolution terms, the resulting model is very efficient in dealing with nonlinear problems. The established time domain model is applied to investigate Leg Mating Unit (LMU) impacts during a float-over operation by considering the heaving motions of the whole system. Both a one-body system (considering that barge and deck move as one rigid body) and a two-body system (barge and deck moving separately) are considered in this paper. The techniques of impact maps, Poincaré maps, bifurcation diagrams and phase portraits are used to investigate the motion characteristics of the barge-deck system undergoing vertical impacts with the substructure. Bifurcation diagram Elsevier Poincaré map Elsevier Wave-induced impact Elsevier Cummins equation Elsevier Impact map Elsevier Float-over Elsevier Time domain model Elsevier State-space model Elsevier Eatock Taylor, Rodney oth Choo, Yoo Sang oth Enthalten in Elsevier Science Chang, Guanru ELSEVIER Self-healable hydrogel on tumor cell as drug delivery system for localized and effective therapy 2015 Amsterdam [u.a.] (DE-627)ELV01276728X volume:76 year:2014 day:15 month:01 pages:40-51 extent:12 https://doi.org/10.1016/j.oceaneng.2013.10.004 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA 42.13 Molekularbiologie VZ AR 76 2014 15 0115 40-51 12 045F 690 |
allfieldsSound |
10.1016/j.oceaneng.2013.10.004 doi GBVA2014023000001.pica (DE-627)ELV02852327X (ELSEVIER)S0029-8018(13)00373-9 DE-627 ger DE-627 rakwb eng 690 690 DE-600 540 VZ 660 VZ 540 VZ BIODIV DE-30 fid 42.13 bkl Chen, Mingsheng verfasserin aut Time domain modeling of a dynamic impact oscillator under wave excitations 2014transfer abstract 12 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear effects. By replacing the time-consuming convolution terms, the resulting model is very efficient in dealing with nonlinear problems. The established time domain model is applied to investigate Leg Mating Unit (LMU) impacts during a float-over operation by considering the heaving motions of the whole system. Both a one-body system (considering that barge and deck move as one rigid body) and a two-body system (barge and deck moving separately) are considered in this paper. The techniques of impact maps, Poincaré maps, bifurcation diagrams and phase portraits are used to investigate the motion characteristics of the barge-deck system undergoing vertical impacts with the substructure. This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear effects. By replacing the time-consuming convolution terms, the resulting model is very efficient in dealing with nonlinear problems. The established time domain model is applied to investigate Leg Mating Unit (LMU) impacts during a float-over operation by considering the heaving motions of the whole system. Both a one-body system (considering that barge and deck move as one rigid body) and a two-body system (barge and deck moving separately) are considered in this paper. The techniques of impact maps, Poincaré maps, bifurcation diagrams and phase portraits are used to investigate the motion characteristics of the barge-deck system undergoing vertical impacts with the substructure. Bifurcation diagram Elsevier Poincaré map Elsevier Wave-induced impact Elsevier Cummins equation Elsevier Impact map Elsevier Float-over Elsevier Time domain model Elsevier State-space model Elsevier Eatock Taylor, Rodney oth Choo, Yoo Sang oth Enthalten in Elsevier Science Chang, Guanru ELSEVIER Self-healable hydrogel on tumor cell as drug delivery system for localized and effective therapy 2015 Amsterdam [u.a.] (DE-627)ELV01276728X volume:76 year:2014 day:15 month:01 pages:40-51 extent:12 https://doi.org/10.1016/j.oceaneng.2013.10.004 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA 42.13 Molekularbiologie VZ AR 76 2014 15 0115 40-51 12 045F 690 |
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Enthalten in Self-healable hydrogel on tumor cell as drug delivery system for localized and effective therapy Amsterdam [u.a.] volume:76 year:2014 day:15 month:01 pages:40-51 extent:12 |
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Enthalten in Self-healable hydrogel on tumor cell as drug delivery system for localized and effective therapy Amsterdam [u.a.] volume:76 year:2014 day:15 month:01 pages:40-51 extent:12 |
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Self-healable hydrogel on tumor cell as drug delivery system for localized and effective therapy |
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Chen, Mingsheng @@aut@@ Eatock Taylor, Rodney @@oth@@ Choo, Yoo Sang @@oth@@ |
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ddc 690 ddc 540 ddc 660 fid BIODIV bkl 42.13 Elsevier Bifurcation diagram Elsevier Poincaré map Elsevier Wave-induced impact Elsevier Cummins equation Elsevier Impact map Elsevier Float-over Elsevier Time domain model Elsevier State-space model |
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Time domain modeling of a dynamic impact oscillator under wave excitations |
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time domain modeling of a dynamic impact oscillator under wave excitations |
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Time domain modeling of a dynamic impact oscillator under wave excitations |
abstract |
This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear effects. By replacing the time-consuming convolution terms, the resulting model is very efficient in dealing with nonlinear problems. The established time domain model is applied to investigate Leg Mating Unit (LMU) impacts during a float-over operation by considering the heaving motions of the whole system. Both a one-body system (considering that barge and deck move as one rigid body) and a two-body system (barge and deck moving separately) are considered in this paper. The techniques of impact maps, Poincaré maps, bifurcation diagrams and phase portraits are used to investigate the motion characteristics of the barge-deck system undergoing vertical impacts with the substructure. |
abstractGer |
This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear effects. By replacing the time-consuming convolution terms, the resulting model is very efficient in dealing with nonlinear problems. The established time domain model is applied to investigate Leg Mating Unit (LMU) impacts during a float-over operation by considering the heaving motions of the whole system. Both a one-body system (considering that barge and deck move as one rigid body) and a two-body system (barge and deck moving separately) are considered in this paper. The techniques of impact maps, Poincaré maps, bifurcation diagrams and phase portraits are used to investigate the motion characteristics of the barge-deck system undergoing vertical impacts with the substructure. |
abstract_unstemmed |
This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear effects. By replacing the time-consuming convolution terms, the resulting model is very efficient in dealing with nonlinear problems. The established time domain model is applied to investigate Leg Mating Unit (LMU) impacts during a float-over operation by considering the heaving motions of the whole system. Both a one-body system (considering that barge and deck move as one rigid body) and a two-body system (barge and deck moving separately) are considered in this paper. The techniques of impact maps, Poincaré maps, bifurcation diagrams and phase portraits are used to investigate the motion characteristics of the barge-deck system undergoing vertical impacts with the substructure. |
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Time domain modeling of a dynamic impact oscillator under wave excitations |
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https://doi.org/10.1016/j.oceaneng.2013.10.004 |
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Eatock Taylor, Rodney Choo, Yoo Sang |
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