Application of the proper orthogonal decomposition for linear and nonlinear structures under transient excitations
Abstract Model reduction has become very important in order to save calculation time. In particular, in structural dynamics, computations become very time-consuming when the critical time step of explicit integrators becomes very small. The main focus of this paper is on the application of the Prope...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Bamer, F. [verfasserIn] |
|---|
| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2012 |
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| Schlagwörter: |
Proper Orthogonal Decomposition |
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| Anmerkung: |
© Springer-Verlag 2012 |
|---|
| Übergeordnetes Werk: |
Enthalten in: Acta mechanica - Springer Vienna, 1965, 223(2012), 12 vom: 16. Sept., Seite 2549-2563 |
|---|---|
| Übergeordnetes Werk: |
volume:223 ; year:2012 ; number:12 ; day:16 ; month:09 ; pages:2549-2563 |
| Links: |
|---|
| DOI / URN: |
10.1007/s00707-012-0726-9 |
|---|
| Katalog-ID: |
OLC2030137618 |
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| 520 | |a Abstract Model reduction has become very important in order to save calculation time. In particular, in structural dynamics, computations become very time-consuming when the critical time step of explicit integrators becomes very small. The main focus of this paper is on the application of the Proper Orthogonal Decomposition (POD) method to a structure subjected to transient earthquake loading. It is shown that based on the information of only a small portion of the transient excitation and the structure (“snapshots”), it is possible to assemble a reduced-order model, which yields a very accurate and time-saving approximation of the response to the entire earthquake. The POD reduction method is applied not only to linear, but also to nonlinear structures under earthquake loading. In the linear case, the POD results can be compared to those obtained by the classical method of modal truncation. In the nonlinear case, base isolation systems (friction pendulum systems) are integrated in the structure. Error estimations are applied in order to assess the solution of the POD-reduced system of the linear and the nonlinear systems. The POD can be applied successfully if the snapshots within the chosen time interval describe the main behavior of the system well. In both the linear and nonlinear cases, the approximation of the system as reduced by the POD is very accurate even if only a few POD modes are used. The advantage over the method of Modal Truncation is not only the optimality of the POD modes concerning their associated energy, but also its applicability to nonlinear systems. | ||
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10.1007/s00707-012-0726-9 doi (DE-627)OLC2030137618 (DE-He213)s00707-012-0726-9-p DE-627 ger DE-627 rakwb eng 530 VZ Bamer, F. verfasserin aut Application of the proper orthogonal decomposition for linear and nonlinear structures under transient excitations 2012 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 2012 Abstract Model reduction has become very important in order to save calculation time. In particular, in structural dynamics, computations become very time-consuming when the critical time step of explicit integrators becomes very small. The main focus of this paper is on the application of the Proper Orthogonal Decomposition (POD) method to a structure subjected to transient earthquake loading. It is shown that based on the information of only a small portion of the transient excitation and the structure (“snapshots”), it is possible to assemble a reduced-order model, which yields a very accurate and time-saving approximation of the response to the entire earthquake. The POD reduction method is applied not only to linear, but also to nonlinear structures under earthquake loading. In the linear case, the POD results can be compared to those obtained by the classical method of modal truncation. In the nonlinear case, base isolation systems (friction pendulum systems) are integrated in the structure. Error estimations are applied in order to assess the solution of the POD-reduced system of the linear and the nonlinear systems. The POD can be applied successfully if the snapshots within the chosen time interval describe the main behavior of the system well. In both the linear and nonlinear cases, the approximation of the system as reduced by the POD is very accurate even if only a few POD modes are used. The advantage over the method of Modal Truncation is not only the optimality of the POD modes concerning their associated energy, but also its applicability to nonlinear systems. Proper Orthogonal Decomposition Model Order Reduction Proper Orthogonal Decomposition Mode Earthquake Excitation Modal Truncation Bucher, C. aut Enthalten in Acta mechanica Springer Vienna, 1965 223(2012), 12 vom: 16. Sept., Seite 2549-2563 (DE-627)129511676 (DE-600)210328-X (DE-576)014919141 0001-5970 nnns volume:223 year:2012 number:12 day:16 month:09 pages:2549-2563 https://doi.org/10.1007/s00707-012-0726-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_22 GBV_ILN_59 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2020 GBV_ILN_4700 AR 223 2012 12 16 09 2549-2563 |
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10.1007/s00707-012-0726-9 doi (DE-627)OLC2030137618 (DE-He213)s00707-012-0726-9-p DE-627 ger DE-627 rakwb eng 530 VZ Bamer, F. verfasserin aut Application of the proper orthogonal decomposition for linear and nonlinear structures under transient excitations 2012 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 2012 Abstract Model reduction has become very important in order to save calculation time. In particular, in structural dynamics, computations become very time-consuming when the critical time step of explicit integrators becomes very small. The main focus of this paper is on the application of the Proper Orthogonal Decomposition (POD) method to a structure subjected to transient earthquake loading. It is shown that based on the information of only a small portion of the transient excitation and the structure (“snapshots”), it is possible to assemble a reduced-order model, which yields a very accurate and time-saving approximation of the response to the entire earthquake. The POD reduction method is applied not only to linear, but also to nonlinear structures under earthquake loading. In the linear case, the POD results can be compared to those obtained by the classical method of modal truncation. In the nonlinear case, base isolation systems (friction pendulum systems) are integrated in the structure. Error estimations are applied in order to assess the solution of the POD-reduced system of the linear and the nonlinear systems. The POD can be applied successfully if the snapshots within the chosen time interval describe the main behavior of the system well. In both the linear and nonlinear cases, the approximation of the system as reduced by the POD is very accurate even if only a few POD modes are used. The advantage over the method of Modal Truncation is not only the optimality of the POD modes concerning their associated energy, but also its applicability to nonlinear systems. Proper Orthogonal Decomposition Model Order Reduction Proper Orthogonal Decomposition Mode Earthquake Excitation Modal Truncation Bucher, C. aut Enthalten in Acta mechanica Springer Vienna, 1965 223(2012), 12 vom: 16. Sept., Seite 2549-2563 (DE-627)129511676 (DE-600)210328-X (DE-576)014919141 0001-5970 nnns volume:223 year:2012 number:12 day:16 month:09 pages:2549-2563 https://doi.org/10.1007/s00707-012-0726-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_22 GBV_ILN_59 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2020 GBV_ILN_4700 AR 223 2012 12 16 09 2549-2563 |
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10.1007/s00707-012-0726-9 doi (DE-627)OLC2030137618 (DE-He213)s00707-012-0726-9-p DE-627 ger DE-627 rakwb eng 530 VZ Bamer, F. verfasserin aut Application of the proper orthogonal decomposition for linear and nonlinear structures under transient excitations 2012 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 2012 Abstract Model reduction has become very important in order to save calculation time. In particular, in structural dynamics, computations become very time-consuming when the critical time step of explicit integrators becomes very small. The main focus of this paper is on the application of the Proper Orthogonal Decomposition (POD) method to a structure subjected to transient earthquake loading. It is shown that based on the information of only a small portion of the transient excitation and the structure (“snapshots”), it is possible to assemble a reduced-order model, which yields a very accurate and time-saving approximation of the response to the entire earthquake. The POD reduction method is applied not only to linear, but also to nonlinear structures under earthquake loading. In the linear case, the POD results can be compared to those obtained by the classical method of modal truncation. In the nonlinear case, base isolation systems (friction pendulum systems) are integrated in the structure. Error estimations are applied in order to assess the solution of the POD-reduced system of the linear and the nonlinear systems. The POD can be applied successfully if the snapshots within the chosen time interval describe the main behavior of the system well. In both the linear and nonlinear cases, the approximation of the system as reduced by the POD is very accurate even if only a few POD modes are used. The advantage over the method of Modal Truncation is not only the optimality of the POD modes concerning their associated energy, but also its applicability to nonlinear systems. Proper Orthogonal Decomposition Model Order Reduction Proper Orthogonal Decomposition Mode Earthquake Excitation Modal Truncation Bucher, C. aut Enthalten in Acta mechanica Springer Vienna, 1965 223(2012), 12 vom: 16. Sept., Seite 2549-2563 (DE-627)129511676 (DE-600)210328-X (DE-576)014919141 0001-5970 nnns volume:223 year:2012 number:12 day:16 month:09 pages:2549-2563 https://doi.org/10.1007/s00707-012-0726-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_22 GBV_ILN_59 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2020 GBV_ILN_4700 AR 223 2012 12 16 09 2549-2563 |
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10.1007/s00707-012-0726-9 doi (DE-627)OLC2030137618 (DE-He213)s00707-012-0726-9-p DE-627 ger DE-627 rakwb eng 530 VZ Bamer, F. verfasserin aut Application of the proper orthogonal decomposition for linear and nonlinear structures under transient excitations 2012 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 2012 Abstract Model reduction has become very important in order to save calculation time. In particular, in structural dynamics, computations become very time-consuming when the critical time step of explicit integrators becomes very small. The main focus of this paper is on the application of the Proper Orthogonal Decomposition (POD) method to a structure subjected to transient earthquake loading. It is shown that based on the information of only a small portion of the transient excitation and the structure (“snapshots”), it is possible to assemble a reduced-order model, which yields a very accurate and time-saving approximation of the response to the entire earthquake. The POD reduction method is applied not only to linear, but also to nonlinear structures under earthquake loading. In the linear case, the POD results can be compared to those obtained by the classical method of modal truncation. In the nonlinear case, base isolation systems (friction pendulum systems) are integrated in the structure. Error estimations are applied in order to assess the solution of the POD-reduced system of the linear and the nonlinear systems. The POD can be applied successfully if the snapshots within the chosen time interval describe the main behavior of the system well. In both the linear and nonlinear cases, the approximation of the system as reduced by the POD is very accurate even if only a few POD modes are used. The advantage over the method of Modal Truncation is not only the optimality of the POD modes concerning their associated energy, but also its applicability to nonlinear systems. Proper Orthogonal Decomposition Model Order Reduction Proper Orthogonal Decomposition Mode Earthquake Excitation Modal Truncation Bucher, C. aut Enthalten in Acta mechanica Springer Vienna, 1965 223(2012), 12 vom: 16. Sept., Seite 2549-2563 (DE-627)129511676 (DE-600)210328-X (DE-576)014919141 0001-5970 nnns volume:223 year:2012 number:12 day:16 month:09 pages:2549-2563 https://doi.org/10.1007/s00707-012-0726-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_22 GBV_ILN_59 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2020 GBV_ILN_4700 AR 223 2012 12 16 09 2549-2563 |
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10.1007/s00707-012-0726-9 doi (DE-627)OLC2030137618 (DE-He213)s00707-012-0726-9-p DE-627 ger DE-627 rakwb eng 530 VZ Bamer, F. verfasserin aut Application of the proper orthogonal decomposition for linear and nonlinear structures under transient excitations 2012 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 2012 Abstract Model reduction has become very important in order to save calculation time. In particular, in structural dynamics, computations become very time-consuming when the critical time step of explicit integrators becomes very small. The main focus of this paper is on the application of the Proper Orthogonal Decomposition (POD) method to a structure subjected to transient earthquake loading. It is shown that based on the information of only a small portion of the transient excitation and the structure (“snapshots”), it is possible to assemble a reduced-order model, which yields a very accurate and time-saving approximation of the response to the entire earthquake. The POD reduction method is applied not only to linear, but also to nonlinear structures under earthquake loading. In the linear case, the POD results can be compared to those obtained by the classical method of modal truncation. In the nonlinear case, base isolation systems (friction pendulum systems) are integrated in the structure. Error estimations are applied in order to assess the solution of the POD-reduced system of the linear and the nonlinear systems. The POD can be applied successfully if the snapshots within the chosen time interval describe the main behavior of the system well. In both the linear and nonlinear cases, the approximation of the system as reduced by the POD is very accurate even if only a few POD modes are used. The advantage over the method of Modal Truncation is not only the optimality of the POD modes concerning their associated energy, but also its applicability to nonlinear systems. Proper Orthogonal Decomposition Model Order Reduction Proper Orthogonal Decomposition Mode Earthquake Excitation Modal Truncation Bucher, C. aut Enthalten in Acta mechanica Springer Vienna, 1965 223(2012), 12 vom: 16. Sept., Seite 2549-2563 (DE-627)129511676 (DE-600)210328-X (DE-576)014919141 0001-5970 nnns volume:223 year:2012 number:12 day:16 month:09 pages:2549-2563 https://doi.org/10.1007/s00707-012-0726-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_22 GBV_ILN_59 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2020 GBV_ILN_4700 AR 223 2012 12 16 09 2549-2563 |
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Bamer, F. |
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Acta mechanica |
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Acta mechanica |
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eng |
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500 - Science |
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2012 |
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2549 |
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Bamer, F. Bucher, C. |
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223 |
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530 VZ |
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Bamer, F. |
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10.1007/s00707-012-0726-9 |
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530 |
| title_sort |
application of the proper orthogonal decomposition for linear and nonlinear structures under transient excitations |
| title_auth |
Application of the proper orthogonal decomposition for linear and nonlinear structures under transient excitations |
| abstract |
Abstract Model reduction has become very important in order to save calculation time. In particular, in structural dynamics, computations become very time-consuming when the critical time step of explicit integrators becomes very small. The main focus of this paper is on the application of the Proper Orthogonal Decomposition (POD) method to a structure subjected to transient earthquake loading. It is shown that based on the information of only a small portion of the transient excitation and the structure (“snapshots”), it is possible to assemble a reduced-order model, which yields a very accurate and time-saving approximation of the response to the entire earthquake. The POD reduction method is applied not only to linear, but also to nonlinear structures under earthquake loading. In the linear case, the POD results can be compared to those obtained by the classical method of modal truncation. In the nonlinear case, base isolation systems (friction pendulum systems) are integrated in the structure. Error estimations are applied in order to assess the solution of the POD-reduced system of the linear and the nonlinear systems. The POD can be applied successfully if the snapshots within the chosen time interval describe the main behavior of the system well. In both the linear and nonlinear cases, the approximation of the system as reduced by the POD is very accurate even if only a few POD modes are used. The advantage over the method of Modal Truncation is not only the optimality of the POD modes concerning their associated energy, but also its applicability to nonlinear systems. © Springer-Verlag 2012 |
| abstractGer |
Abstract Model reduction has become very important in order to save calculation time. In particular, in structural dynamics, computations become very time-consuming when the critical time step of explicit integrators becomes very small. The main focus of this paper is on the application of the Proper Orthogonal Decomposition (POD) method to a structure subjected to transient earthquake loading. It is shown that based on the information of only a small portion of the transient excitation and the structure (“snapshots”), it is possible to assemble a reduced-order model, which yields a very accurate and time-saving approximation of the response to the entire earthquake. The POD reduction method is applied not only to linear, but also to nonlinear structures under earthquake loading. In the linear case, the POD results can be compared to those obtained by the classical method of modal truncation. In the nonlinear case, base isolation systems (friction pendulum systems) are integrated in the structure. Error estimations are applied in order to assess the solution of the POD-reduced system of the linear and the nonlinear systems. The POD can be applied successfully if the snapshots within the chosen time interval describe the main behavior of the system well. In both the linear and nonlinear cases, the approximation of the system as reduced by the POD is very accurate even if only a few POD modes are used. The advantage over the method of Modal Truncation is not only the optimality of the POD modes concerning their associated energy, but also its applicability to nonlinear systems. © Springer-Verlag 2012 |
| abstract_unstemmed |
Abstract Model reduction has become very important in order to save calculation time. In particular, in structural dynamics, computations become very time-consuming when the critical time step of explicit integrators becomes very small. The main focus of this paper is on the application of the Proper Orthogonal Decomposition (POD) method to a structure subjected to transient earthquake loading. It is shown that based on the information of only a small portion of the transient excitation and the structure (“snapshots”), it is possible to assemble a reduced-order model, which yields a very accurate and time-saving approximation of the response to the entire earthquake. The POD reduction method is applied not only to linear, but also to nonlinear structures under earthquake loading. In the linear case, the POD results can be compared to those obtained by the classical method of modal truncation. In the nonlinear case, base isolation systems (friction pendulum systems) are integrated in the structure. Error estimations are applied in order to assess the solution of the POD-reduced system of the linear and the nonlinear systems. The POD can be applied successfully if the snapshots within the chosen time interval describe the main behavior of the system well. In both the linear and nonlinear cases, the approximation of the system as reduced by the POD is very accurate even if only a few POD modes are used. The advantage over the method of Modal Truncation is not only the optimality of the POD modes concerning their associated energy, but also its applicability to nonlinear systems. © Springer-Verlag 2012 |
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| container_issue |
12 |
| title_short |
Application of the proper orthogonal decomposition for linear and nonlinear structures under transient excitations |
| url |
https://doi.org/10.1007/s00707-012-0726-9 |
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Bucher, C. |
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2024-07-04T01:22:23.753Z |
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