Saturated duration for dynamic structural plastic response and fundamental periods of elastic vibration
Abstract The relationship is determined between saturated duration of rectangular pressure pulses applied to rigid, perfectly plastic structures and their fundamental periods of elastic vibration. It is shown that the ratio between the saturated duration and the fundamental period of elastic vibrati...
Ausführliche Beschreibung
Autor*in: |
Zhao, Y. P. [verfasserIn] |
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Format: |
Artikel |
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Sprache: |
Englisch |
Erschienen: |
1998 |
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Schlagwörter: |
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Anmerkung: |
© Springer-Verlag 1998 |
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Übergeordnetes Werk: |
Enthalten in: Forschung im Ingenieurwesen - Springer-Verlag, 1992, 64(1998), 9 vom: Nov., Seite 245-249 |
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Übergeordnetes Werk: |
volume:64 ; year:1998 ; number:9 ; month:11 ; pages:245-249 |
Links: |
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DOI / URN: |
10.1007/PL00010859 |
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Katalog-ID: |
OLC2108678654 |
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10.1007/PL00010859 doi (DE-627)OLC2108678654 (DE-He213)PL00010859-p DE-627 ger DE-627 rakwb eng 600 VZ 600 VZ Zhao, Y. P. verfasserin aut Saturated duration for dynamic structural plastic response and fundamental periods of elastic vibration 1998 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1998 Abstract The relationship is determined between saturated duration of rectangular pressure pulses applied to rigid, perfectly plastic structures and their fundamental periods of elastic vibration. It is shown that the ratio between the saturated duration and the fundamental period of elastic vibration of a structure is dependent upon two factors: the first one is the slenderness or thinness ratio of the structure; and the second one is the square root of ratio between the Young’s elastic modulus and the yield stress of the structural material. Dimensional analysis shows that the aforementioned ratio is one of the basic similarity parameters for elastic-plastic modeling under dynamic loading. Rectangular Plate Circular Plate Thinness Ratio Fundamental Period Flexural Rigidity Enthalten in Forschung im Ingenieurwesen Springer-Verlag, 1992 64(1998), 9 vom: Nov., Seite 245-249 (DE-627)131056255 (DE-600)1105114-0 (DE-576)028054350 0015-7899 nnns volume:64 year:1998 number:9 month:11 pages:245-249 https://doi.org/10.1007/PL00010859 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_20 GBV_ILN_21 GBV_ILN_23 GBV_ILN_30 GBV_ILN_32 GBV_ILN_34 GBV_ILN_40 GBV_ILN_62 GBV_ILN_70 GBV_ILN_95 GBV_ILN_150 GBV_ILN_267 GBV_ILN_2006 GBV_ILN_2010 GBV_ILN_2015 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4036 GBV_ILN_4046 GBV_ILN_4116 GBV_ILN_4277 GBV_ILN_4307 GBV_ILN_4309 GBV_ILN_4319 GBV_ILN_4700 AR 64 1998 9 11 245-249 |
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10.1007/PL00010859 doi (DE-627)OLC2108678654 (DE-He213)PL00010859-p DE-627 ger DE-627 rakwb eng 600 VZ 600 VZ Zhao, Y. P. verfasserin aut Saturated duration for dynamic structural plastic response and fundamental periods of elastic vibration 1998 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1998 Abstract The relationship is determined between saturated duration of rectangular pressure pulses applied to rigid, perfectly plastic structures and their fundamental periods of elastic vibration. It is shown that the ratio between the saturated duration and the fundamental period of elastic vibration of a structure is dependent upon two factors: the first one is the slenderness or thinness ratio of the structure; and the second one is the square root of ratio between the Young’s elastic modulus and the yield stress of the structural material. Dimensional analysis shows that the aforementioned ratio is one of the basic similarity parameters for elastic-plastic modeling under dynamic loading. Rectangular Plate Circular Plate Thinness Ratio Fundamental Period Flexural Rigidity Enthalten in Forschung im Ingenieurwesen Springer-Verlag, 1992 64(1998), 9 vom: Nov., Seite 245-249 (DE-627)131056255 (DE-600)1105114-0 (DE-576)028054350 0015-7899 nnns volume:64 year:1998 number:9 month:11 pages:245-249 https://doi.org/10.1007/PL00010859 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_20 GBV_ILN_21 GBV_ILN_23 GBV_ILN_30 GBV_ILN_32 GBV_ILN_34 GBV_ILN_40 GBV_ILN_62 GBV_ILN_70 GBV_ILN_95 GBV_ILN_150 GBV_ILN_267 GBV_ILN_2006 GBV_ILN_2010 GBV_ILN_2015 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4036 GBV_ILN_4046 GBV_ILN_4116 GBV_ILN_4277 GBV_ILN_4307 GBV_ILN_4309 GBV_ILN_4319 GBV_ILN_4700 AR 64 1998 9 11 245-249 |
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10.1007/PL00010859 doi (DE-627)OLC2108678654 (DE-He213)PL00010859-p DE-627 ger DE-627 rakwb eng 600 VZ 600 VZ Zhao, Y. P. verfasserin aut Saturated duration for dynamic structural plastic response and fundamental periods of elastic vibration 1998 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1998 Abstract The relationship is determined between saturated duration of rectangular pressure pulses applied to rigid, perfectly plastic structures and their fundamental periods of elastic vibration. It is shown that the ratio between the saturated duration and the fundamental period of elastic vibration of a structure is dependent upon two factors: the first one is the slenderness or thinness ratio of the structure; and the second one is the square root of ratio between the Young’s elastic modulus and the yield stress of the structural material. Dimensional analysis shows that the aforementioned ratio is one of the basic similarity parameters for elastic-plastic modeling under dynamic loading. Rectangular Plate Circular Plate Thinness Ratio Fundamental Period Flexural Rigidity Enthalten in Forschung im Ingenieurwesen Springer-Verlag, 1992 64(1998), 9 vom: Nov., Seite 245-249 (DE-627)131056255 (DE-600)1105114-0 (DE-576)028054350 0015-7899 nnns volume:64 year:1998 number:9 month:11 pages:245-249 https://doi.org/10.1007/PL00010859 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_20 GBV_ILN_21 GBV_ILN_23 GBV_ILN_30 GBV_ILN_32 GBV_ILN_34 GBV_ILN_40 GBV_ILN_62 GBV_ILN_70 GBV_ILN_95 GBV_ILN_150 GBV_ILN_267 GBV_ILN_2006 GBV_ILN_2010 GBV_ILN_2015 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4036 GBV_ILN_4046 GBV_ILN_4116 GBV_ILN_4277 GBV_ILN_4307 GBV_ILN_4309 GBV_ILN_4319 GBV_ILN_4700 AR 64 1998 9 11 245-249 |
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10.1007/PL00010859 doi (DE-627)OLC2108678654 (DE-He213)PL00010859-p DE-627 ger DE-627 rakwb eng 600 VZ 600 VZ Zhao, Y. P. verfasserin aut Saturated duration for dynamic structural plastic response and fundamental periods of elastic vibration 1998 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1998 Abstract The relationship is determined between saturated duration of rectangular pressure pulses applied to rigid, perfectly plastic structures and their fundamental periods of elastic vibration. It is shown that the ratio between the saturated duration and the fundamental period of elastic vibration of a structure is dependent upon two factors: the first one is the slenderness or thinness ratio of the structure; and the second one is the square root of ratio between the Young’s elastic modulus and the yield stress of the structural material. Dimensional analysis shows that the aforementioned ratio is one of the basic similarity parameters for elastic-plastic modeling under dynamic loading. Rectangular Plate Circular Plate Thinness Ratio Fundamental Period Flexural Rigidity Enthalten in Forschung im Ingenieurwesen Springer-Verlag, 1992 64(1998), 9 vom: Nov., Seite 245-249 (DE-627)131056255 (DE-600)1105114-0 (DE-576)028054350 0015-7899 nnns volume:64 year:1998 number:9 month:11 pages:245-249 https://doi.org/10.1007/PL00010859 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_20 GBV_ILN_21 GBV_ILN_23 GBV_ILN_30 GBV_ILN_32 GBV_ILN_34 GBV_ILN_40 GBV_ILN_62 GBV_ILN_70 GBV_ILN_95 GBV_ILN_150 GBV_ILN_267 GBV_ILN_2006 GBV_ILN_2010 GBV_ILN_2015 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4036 GBV_ILN_4046 GBV_ILN_4116 GBV_ILN_4277 GBV_ILN_4307 GBV_ILN_4309 GBV_ILN_4319 GBV_ILN_4700 AR 64 1998 9 11 245-249 |
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10.1007/PL00010859 doi (DE-627)OLC2108678654 (DE-He213)PL00010859-p DE-627 ger DE-627 rakwb eng 600 VZ 600 VZ Zhao, Y. P. verfasserin aut Saturated duration for dynamic structural plastic response and fundamental periods of elastic vibration 1998 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1998 Abstract The relationship is determined between saturated duration of rectangular pressure pulses applied to rigid, perfectly plastic structures and their fundamental periods of elastic vibration. It is shown that the ratio between the saturated duration and the fundamental period of elastic vibration of a structure is dependent upon two factors: the first one is the slenderness or thinness ratio of the structure; and the second one is the square root of ratio between the Young’s elastic modulus and the yield stress of the structural material. Dimensional analysis shows that the aforementioned ratio is one of the basic similarity parameters for elastic-plastic modeling under dynamic loading. Rectangular Plate Circular Plate Thinness Ratio Fundamental Period Flexural Rigidity Enthalten in Forschung im Ingenieurwesen Springer-Verlag, 1992 64(1998), 9 vom: Nov., Seite 245-249 (DE-627)131056255 (DE-600)1105114-0 (DE-576)028054350 0015-7899 nnns volume:64 year:1998 number:9 month:11 pages:245-249 https://doi.org/10.1007/PL00010859 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_20 GBV_ILN_21 GBV_ILN_23 GBV_ILN_30 GBV_ILN_32 GBV_ILN_34 GBV_ILN_40 GBV_ILN_62 GBV_ILN_70 GBV_ILN_95 GBV_ILN_150 GBV_ILN_267 GBV_ILN_2006 GBV_ILN_2010 GBV_ILN_2015 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4036 GBV_ILN_4046 GBV_ILN_4116 GBV_ILN_4277 GBV_ILN_4307 GBV_ILN_4309 GBV_ILN_4319 GBV_ILN_4700 AR 64 1998 9 11 245-249 |
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Zhao, Y. P. |
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10.1007/PL00010859 |
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saturated duration for dynamic structural plastic response and fundamental periods of elastic vibration |
title_auth |
Saturated duration for dynamic structural plastic response and fundamental periods of elastic vibration |
abstract |
Abstract The relationship is determined between saturated duration of rectangular pressure pulses applied to rigid, perfectly plastic structures and their fundamental periods of elastic vibration. It is shown that the ratio between the saturated duration and the fundamental period of elastic vibration of a structure is dependent upon two factors: the first one is the slenderness or thinness ratio of the structure; and the second one is the square root of ratio between the Young’s elastic modulus and the yield stress of the structural material. Dimensional analysis shows that the aforementioned ratio is one of the basic similarity parameters for elastic-plastic modeling under dynamic loading. © Springer-Verlag 1998 |
abstractGer |
Abstract The relationship is determined between saturated duration of rectangular pressure pulses applied to rigid, perfectly plastic structures and their fundamental periods of elastic vibration. It is shown that the ratio between the saturated duration and the fundamental period of elastic vibration of a structure is dependent upon two factors: the first one is the slenderness or thinness ratio of the structure; and the second one is the square root of ratio between the Young’s elastic modulus and the yield stress of the structural material. Dimensional analysis shows that the aforementioned ratio is one of the basic similarity parameters for elastic-plastic modeling under dynamic loading. © Springer-Verlag 1998 |
abstract_unstemmed |
Abstract The relationship is determined between saturated duration of rectangular pressure pulses applied to rigid, perfectly plastic structures and their fundamental periods of elastic vibration. It is shown that the ratio between the saturated duration and the fundamental period of elastic vibration of a structure is dependent upon two factors: the first one is the slenderness or thinness ratio of the structure; and the second one is the square root of ratio between the Young’s elastic modulus and the yield stress of the structural material. Dimensional analysis shows that the aforementioned ratio is one of the basic similarity parameters for elastic-plastic modeling under dynamic loading. © Springer-Verlag 1998 |
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title_short |
Saturated duration for dynamic structural plastic response and fundamental periods of elastic vibration |
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