Investigating the Characteristics of the Solitary Wave-Induced Forces on Coastal Twin Bridge Decks
AbstractA computational fluid dynamics–based numerical parametric study for the characteristics of the solitary wave–induced forces on typical coastal twin bridge decks is conducted in this study. At first, the second-order solitary-wave model is developed followed by a verification process with the...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Cai, C. S [verfasserIn] |
|---|
| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2016 |
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| Rechteinformationen: |
Nutzungsrecht: © 2015 American Society of Civil Engineers © COPYRIGHT 2016 American Society of Civil Engineers |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Journal of performance of constructed facilities - Reston, Va. : Soc., 1987, 30(2016), 4 |
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| Übergeordnetes Werk: |
volume:30 ; year:2016 ; number:4 |
| Links: |
|---|
| DOI / URN: |
10.1061/(ASCE)CF.1943-5509.0000821 |
|---|
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OLC198044286X |
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| 520 | |a AbstractA computational fluid dynamics–based numerical parametric study for the characteristics of the solitary wave–induced forces on typical coastal twin bridge decks is conducted in this study. At first, the second-order solitary-wave model is developed followed by a verification process with the analytical one and a related experimental study. The laminar flow model and shear stress transport (SST) k-ω model are adopted and the comparisons of their results demonstrate that they can make close predictions for the bridge deck forces. Then, the general characteristics of the wave forces for a fixed deck gap and variable deck gaps with different still water levels (SWLs) and various submersion coefficients are observed. In addition, the characteristics of the wave forces on the landward bridge deck are presented by normalized factors based on the wave forces on the seaward deck. Finally, the hydrodynamic interference effects between the twin bridge decks are investigated and the effects of the deck vibration on the wave forces are demonstrated to represent more realistic scenarios in the field. This work provides engineers one possible criterion for judging or rating the magnitude of wave forces that will be exerted on the landward deck and the vulnerability of the twin bridge decks. This work also shed some lights on the revisions of the AASHTO code in 2008 regarding the wave forces on the twin bridge decks. | ||
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10.1061/(ASCE)CF.1943-5509.0000821 doi PQ20160815 (DE-627)OLC198044286X (DE-599)GBVOLC198044286X (PRQ)a701-1ed95bff863cad751de7b3c675379d7e3a5800ef659b4cd6ba38ba3457c6e7640 (KEY)0159944520160000030000400000investigatingthecharacteristicsofthesolitarywavein DE-627 ger DE-627 rakwb eng 690 ZDB Cai, C. S verfasserin aut Investigating the Characteristics of the Solitary Wave-Induced Forces on Coastal Twin Bridge Decks 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractA computational fluid dynamics–based numerical parametric study for the characteristics of the solitary wave–induced forces on typical coastal twin bridge decks is conducted in this study. At first, the second-order solitary-wave model is developed followed by a verification process with the analytical one and a related experimental study. The laminar flow model and shear stress transport (SST) k-ω model are adopted and the comparisons of their results demonstrate that they can make close predictions for the bridge deck forces. Then, the general characteristics of the wave forces for a fixed deck gap and variable deck gaps with different still water levels (SWLs) and various submersion coefficients are observed. In addition, the characteristics of the wave forces on the landward bridge deck are presented by normalized factors based on the wave forces on the seaward deck. Finally, the hydrodynamic interference effects between the twin bridge decks are investigated and the effects of the deck vibration on the wave forces are demonstrated to represent more realistic scenarios in the field. This work provides engineers one possible criterion for judging or rating the magnitude of wave forces that will be exerted on the landward deck and the vulnerability of the twin bridge decks. This work also shed some lights on the revisions of the AASHTO code in 2008 regarding the wave forces on the twin bridge decks. Nutzungsrecht: © 2015 American Society of Civil Engineers © COPYRIGHT 2016 American Society of Civil Engineers Technical Papers Measurement Bridges Slabs Structural dynamics Mechanical properties Xu, Guoji oth Han, Y oth Enthalten in Journal of performance of constructed facilities Reston, Va. : Soc., 1987 30(2016), 4 (DE-627)13041235X (DE-600)622955-4 (DE-576)015915379 0887-3828 nnns volume:30 year:2016 number:4 http://dx.doi.org/10.1061/(ASCE)CF.1943-5509.0000821 Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 GBV_ILN_4700 AR 30 2016 4 |
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10.1061/(ASCE)CF.1943-5509.0000821 doi PQ20160815 (DE-627)OLC198044286X (DE-599)GBVOLC198044286X (PRQ)a701-1ed95bff863cad751de7b3c675379d7e3a5800ef659b4cd6ba38ba3457c6e7640 (KEY)0159944520160000030000400000investigatingthecharacteristicsofthesolitarywavein DE-627 ger DE-627 rakwb eng 690 ZDB Cai, C. S verfasserin aut Investigating the Characteristics of the Solitary Wave-Induced Forces on Coastal Twin Bridge Decks 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractA computational fluid dynamics–based numerical parametric study for the characteristics of the solitary wave–induced forces on typical coastal twin bridge decks is conducted in this study. At first, the second-order solitary-wave model is developed followed by a verification process with the analytical one and a related experimental study. The laminar flow model and shear stress transport (SST) k-ω model are adopted and the comparisons of their results demonstrate that they can make close predictions for the bridge deck forces. Then, the general characteristics of the wave forces for a fixed deck gap and variable deck gaps with different still water levels (SWLs) and various submersion coefficients are observed. In addition, the characteristics of the wave forces on the landward bridge deck are presented by normalized factors based on the wave forces on the seaward deck. Finally, the hydrodynamic interference effects between the twin bridge decks are investigated and the effects of the deck vibration on the wave forces are demonstrated to represent more realistic scenarios in the field. This work provides engineers one possible criterion for judging or rating the magnitude of wave forces that will be exerted on the landward deck and the vulnerability of the twin bridge decks. This work also shed some lights on the revisions of the AASHTO code in 2008 regarding the wave forces on the twin bridge decks. Nutzungsrecht: © 2015 American Society of Civil Engineers © COPYRIGHT 2016 American Society of Civil Engineers Technical Papers Measurement Bridges Slabs Structural dynamics Mechanical properties Xu, Guoji oth Han, Y oth Enthalten in Journal of performance of constructed facilities Reston, Va. : Soc., 1987 30(2016), 4 (DE-627)13041235X (DE-600)622955-4 (DE-576)015915379 0887-3828 nnns volume:30 year:2016 number:4 http://dx.doi.org/10.1061/(ASCE)CF.1943-5509.0000821 Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 GBV_ILN_4700 AR 30 2016 4 |
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10.1061/(ASCE)CF.1943-5509.0000821 doi PQ20160815 (DE-627)OLC198044286X (DE-599)GBVOLC198044286X (PRQ)a701-1ed95bff863cad751de7b3c675379d7e3a5800ef659b4cd6ba38ba3457c6e7640 (KEY)0159944520160000030000400000investigatingthecharacteristicsofthesolitarywavein DE-627 ger DE-627 rakwb eng 690 ZDB Cai, C. S verfasserin aut Investigating the Characteristics of the Solitary Wave-Induced Forces on Coastal Twin Bridge Decks 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractA computational fluid dynamics–based numerical parametric study for the characteristics of the solitary wave–induced forces on typical coastal twin bridge decks is conducted in this study. At first, the second-order solitary-wave model is developed followed by a verification process with the analytical one and a related experimental study. The laminar flow model and shear stress transport (SST) k-ω model are adopted and the comparisons of their results demonstrate that they can make close predictions for the bridge deck forces. Then, the general characteristics of the wave forces for a fixed deck gap and variable deck gaps with different still water levels (SWLs) and various submersion coefficients are observed. In addition, the characteristics of the wave forces on the landward bridge deck are presented by normalized factors based on the wave forces on the seaward deck. Finally, the hydrodynamic interference effects between the twin bridge decks are investigated and the effects of the deck vibration on the wave forces are demonstrated to represent more realistic scenarios in the field. This work provides engineers one possible criterion for judging or rating the magnitude of wave forces that will be exerted on the landward deck and the vulnerability of the twin bridge decks. This work also shed some lights on the revisions of the AASHTO code in 2008 regarding the wave forces on the twin bridge decks. Nutzungsrecht: © 2015 American Society of Civil Engineers © COPYRIGHT 2016 American Society of Civil Engineers Technical Papers Measurement Bridges Slabs Structural dynamics Mechanical properties Xu, Guoji oth Han, Y oth Enthalten in Journal of performance of constructed facilities Reston, Va. : Soc., 1987 30(2016), 4 (DE-627)13041235X (DE-600)622955-4 (DE-576)015915379 0887-3828 nnns volume:30 year:2016 number:4 http://dx.doi.org/10.1061/(ASCE)CF.1943-5509.0000821 Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 GBV_ILN_4700 AR 30 2016 4 |
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10.1061/(ASCE)CF.1943-5509.0000821 doi PQ20160815 (DE-627)OLC198044286X (DE-599)GBVOLC198044286X (PRQ)a701-1ed95bff863cad751de7b3c675379d7e3a5800ef659b4cd6ba38ba3457c6e7640 (KEY)0159944520160000030000400000investigatingthecharacteristicsofthesolitarywavein DE-627 ger DE-627 rakwb eng 690 ZDB Cai, C. S verfasserin aut Investigating the Characteristics of the Solitary Wave-Induced Forces on Coastal Twin Bridge Decks 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractA computational fluid dynamics–based numerical parametric study for the characteristics of the solitary wave–induced forces on typical coastal twin bridge decks is conducted in this study. At first, the second-order solitary-wave model is developed followed by a verification process with the analytical one and a related experimental study. The laminar flow model and shear stress transport (SST) k-ω model are adopted and the comparisons of their results demonstrate that they can make close predictions for the bridge deck forces. Then, the general characteristics of the wave forces for a fixed deck gap and variable deck gaps with different still water levels (SWLs) and various submersion coefficients are observed. In addition, the characteristics of the wave forces on the landward bridge deck are presented by normalized factors based on the wave forces on the seaward deck. Finally, the hydrodynamic interference effects between the twin bridge decks are investigated and the effects of the deck vibration on the wave forces are demonstrated to represent more realistic scenarios in the field. This work provides engineers one possible criterion for judging or rating the magnitude of wave forces that will be exerted on the landward deck and the vulnerability of the twin bridge decks. This work also shed some lights on the revisions of the AASHTO code in 2008 regarding the wave forces on the twin bridge decks. Nutzungsrecht: © 2015 American Society of Civil Engineers © COPYRIGHT 2016 American Society of Civil Engineers Technical Papers Measurement Bridges Slabs Structural dynamics Mechanical properties Xu, Guoji oth Han, Y oth Enthalten in Journal of performance of constructed facilities Reston, Va. : Soc., 1987 30(2016), 4 (DE-627)13041235X (DE-600)622955-4 (DE-576)015915379 0887-3828 nnns volume:30 year:2016 number:4 http://dx.doi.org/10.1061/(ASCE)CF.1943-5509.0000821 Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 GBV_ILN_4700 AR 30 2016 4 |
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10.1061/(ASCE)CF.1943-5509.0000821 doi PQ20160815 (DE-627)OLC198044286X (DE-599)GBVOLC198044286X (PRQ)a701-1ed95bff863cad751de7b3c675379d7e3a5800ef659b4cd6ba38ba3457c6e7640 (KEY)0159944520160000030000400000investigatingthecharacteristicsofthesolitarywavein DE-627 ger DE-627 rakwb eng 690 ZDB Cai, C. S verfasserin aut Investigating the Characteristics of the Solitary Wave-Induced Forces on Coastal Twin Bridge Decks 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractA computational fluid dynamics–based numerical parametric study for the characteristics of the solitary wave–induced forces on typical coastal twin bridge decks is conducted in this study. At first, the second-order solitary-wave model is developed followed by a verification process with the analytical one and a related experimental study. The laminar flow model and shear stress transport (SST) k-ω model are adopted and the comparisons of their results demonstrate that they can make close predictions for the bridge deck forces. Then, the general characteristics of the wave forces for a fixed deck gap and variable deck gaps with different still water levels (SWLs) and various submersion coefficients are observed. In addition, the characteristics of the wave forces on the landward bridge deck are presented by normalized factors based on the wave forces on the seaward deck. Finally, the hydrodynamic interference effects between the twin bridge decks are investigated and the effects of the deck vibration on the wave forces are demonstrated to represent more realistic scenarios in the field. This work provides engineers one possible criterion for judging or rating the magnitude of wave forces that will be exerted on the landward deck and the vulnerability of the twin bridge decks. This work also shed some lights on the revisions of the AASHTO code in 2008 regarding the wave forces on the twin bridge decks. Nutzungsrecht: © 2015 American Society of Civil Engineers © COPYRIGHT 2016 American Society of Civil Engineers Technical Papers Measurement Bridges Slabs Structural dynamics Mechanical properties Xu, Guoji oth Han, Y oth Enthalten in Journal of performance of constructed facilities Reston, Va. : Soc., 1987 30(2016), 4 (DE-627)13041235X (DE-600)622955-4 (DE-576)015915379 0887-3828 nnns volume:30 year:2016 number:4 http://dx.doi.org/10.1061/(ASCE)CF.1943-5509.0000821 Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 GBV_ILN_4700 AR 30 2016 4 |
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Investigating the Characteristics of the Solitary Wave-Induced Forces on Coastal Twin Bridge Decks |
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| title_full |
Investigating the Characteristics of the Solitary Wave-Induced Forces on Coastal Twin Bridge Decks |
| author_sort |
Cai, C. S |
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Journal of performance of constructed facilities |
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Journal of performance of constructed facilities |
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eng |
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600 - Technology |
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2016 |
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Cai, C. S |
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Cai, C. S |
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10.1061/(ASCE)CF.1943-5509.0000821 |
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690 |
| title_sort |
investigating the characteristics of the solitary wave-induced forces on coastal twin bridge decks |
| title_auth |
Investigating the Characteristics of the Solitary Wave-Induced Forces on Coastal Twin Bridge Decks |
| abstract |
AbstractA computational fluid dynamics–based numerical parametric study for the characteristics of the solitary wave–induced forces on typical coastal twin bridge decks is conducted in this study. At first, the second-order solitary-wave model is developed followed by a verification process with the analytical one and a related experimental study. The laminar flow model and shear stress transport (SST) k-ω model are adopted and the comparisons of their results demonstrate that they can make close predictions for the bridge deck forces. Then, the general characteristics of the wave forces for a fixed deck gap and variable deck gaps with different still water levels (SWLs) and various submersion coefficients are observed. In addition, the characteristics of the wave forces on the landward bridge deck are presented by normalized factors based on the wave forces on the seaward deck. Finally, the hydrodynamic interference effects between the twin bridge decks are investigated and the effects of the deck vibration on the wave forces are demonstrated to represent more realistic scenarios in the field. This work provides engineers one possible criterion for judging or rating the magnitude of wave forces that will be exerted on the landward deck and the vulnerability of the twin bridge decks. This work also shed some lights on the revisions of the AASHTO code in 2008 regarding the wave forces on the twin bridge decks. |
| abstractGer |
AbstractA computational fluid dynamics–based numerical parametric study for the characteristics of the solitary wave–induced forces on typical coastal twin bridge decks is conducted in this study. At first, the second-order solitary-wave model is developed followed by a verification process with the analytical one and a related experimental study. The laminar flow model and shear stress transport (SST) k-ω model are adopted and the comparisons of their results demonstrate that they can make close predictions for the bridge deck forces. Then, the general characteristics of the wave forces for a fixed deck gap and variable deck gaps with different still water levels (SWLs) and various submersion coefficients are observed. In addition, the characteristics of the wave forces on the landward bridge deck are presented by normalized factors based on the wave forces on the seaward deck. Finally, the hydrodynamic interference effects between the twin bridge decks are investigated and the effects of the deck vibration on the wave forces are demonstrated to represent more realistic scenarios in the field. This work provides engineers one possible criterion for judging or rating the magnitude of wave forces that will be exerted on the landward deck and the vulnerability of the twin bridge decks. This work also shed some lights on the revisions of the AASHTO code in 2008 regarding the wave forces on the twin bridge decks. |
| abstract_unstemmed |
AbstractA computational fluid dynamics–based numerical parametric study for the characteristics of the solitary wave–induced forces on typical coastal twin bridge decks is conducted in this study. At first, the second-order solitary-wave model is developed followed by a verification process with the analytical one and a related experimental study. The laminar flow model and shear stress transport (SST) k-ω model are adopted and the comparisons of their results demonstrate that they can make close predictions for the bridge deck forces. Then, the general characteristics of the wave forces for a fixed deck gap and variable deck gaps with different still water levels (SWLs) and various submersion coefficients are observed. In addition, the characteristics of the wave forces on the landward bridge deck are presented by normalized factors based on the wave forces on the seaward deck. Finally, the hydrodynamic interference effects between the twin bridge decks are investigated and the effects of the deck vibration on the wave forces are demonstrated to represent more realistic scenarios in the field. This work provides engineers one possible criterion for judging or rating the magnitude of wave forces that will be exerted on the landward deck and the vulnerability of the twin bridge decks. This work also shed some lights on the revisions of the AASHTO code in 2008 regarding the wave forces on the twin bridge decks. |
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4 |
| title_short |
Investigating the Characteristics of the Solitary Wave-Induced Forces on Coastal Twin Bridge Decks |
| url |
http://dx.doi.org/10.1061/(ASCE)CF.1943-5509.0000821 |
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Xu, Guoji Han, Y |
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10.1061/(ASCE)CF.1943-5509.0000821 |
| up_date |
2024-07-04T03:06:33.422Z |
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