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Vibration and Mode Shapes Analysis of Cable Stayed Bridges Considering Different Structural Parameters - Nazim Nariman
Vergriffenes Buch, derzeit bei uns nicht verfügbar.
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Nazim Nariman:
Vibration and Mode Shapes Analysis of Cable Stayed Bridges Considering Different Structural Parameters - Taschenbuch

2014, ISBN: 3656588783

ID: 12228726792

[EAN: 9783656588788], Neubuch, [SC: 8.9], [PU: GRIN Publishing Feb 2014], Neuware - Research Paper (postgraduate) from the year 2014 in the subject Engineering - Civil Engineering, grade: unknown, University of Weimar, language: English, abstract: The vibration characteristic of a cable stayed bridges structure is the main axis of the study in this paper, many structural parameters are used to simulate and determine the effect of vibration on the structural performance by identifying the natural frequencies of the system and the mode shapes that can occur in the real structure. Modeling the stay cables with three famous styles of arrangements such as Harp, Semi Harp and Fan styles, and assigning roller, hinged and fixed boundary conditions on the deck support of the cable stayed bridge, in addition to using two design cases of the girders and pylons dimensions in the global structure for that purpose. Through the use of ABAQUS finite element analysis, the models were generated for each mentioned cases and the results of the frequency linear perturbation step of 10 mode shapes were determined through the simulation of the deformed shapes and the determined values of the natural frequencies of each mode for each case of interest. It was seen that the roller boundary condition was much prone to the early vibration and the stay cables of the direction near to the roller support were vibrated and stressed much more than the other direction compared with the hinged and fixed boundary conditions, and the mode shapes 7, 8, 9 and 10 were the most vibrated cases for all the boundary conditions without any distinction. The week design of the girders and the pylons has the great effect on the vibration of the stay cables, pylons and deck of the structure especially near the roller support direction due to the early vibration of the case of roller support, so the use of cross ties and damping between the stay cables and the girders are very important in the cases of significant vibrations which affect the performance of the cable stayed bridges. 40 pp. Englisch

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Vibration and Mode Shapes Analysis of Cable Stayed Bridges Considering Different Structural Parameters - Nazim Nariman
Vergriffenes Buch, derzeit bei uns nicht verfügbar.
(*)
Nazim Nariman:
Vibration and Mode Shapes Analysis of Cable Stayed Bridges Considering Different Structural Parameters - Taschenbuch

2014, ISBN: 9783656588788

[ED: Taschenbuch], [PU: GRIN Verlag GmbH], Neuware - Research Paper from the year 2014 in the subject Engineering - Civil Engineering, grade: unknown, University of Weimar, language: English, abstract: The vibration characteristic of a cable stayed bridges structure is the main axis of the study in this paper, many structural parameters are used to simulate and determine the effect of vibration on the structural performance by identifying the natural frequencies of the system and the mode shapes that can occur in the real structure. Modeling the stay cables with three famous styles of arrangements such as Harp, Semi Harp and Fan styles, and assigning roller, hinged and fixed boundary conditions on the deck support of the cable stayed bridge, in addition to using two design cases of the girders and pylons dimensions in the global structure for that purpose. Through the use of ABAQUS finite element analysis, the models were generated for each mentioned cases and the results of the frequency linear perturbation step of 10 mode shapes were determined through the simulation of the deformed shapes and the determined values of the natural frequencies of each mode for each case of interest. It was seen that the roller boundary condition was much prone to the early vibration and the stay cables of the direction near to the roller support were vibrated and stressed much more than the other direction compared with the hinged and fixed boundary conditions, and the mode shapes 7, 8, 9 and 10 were the most vibrated cases for all the boundary conditions without any distinction. The week design of the girders and the pylons has the great effect on the vibration of the stay cables, pylons and deck of the structure especially near the roller support direction due to the early vibration of the case of roller support, so the use of cross ties and damping between the stay cables and the girders are very important in the cases of significant vibrations which affect the performance of the cable stayed bridges. -, [SC: 0.00], Neuware, gewerbliches Angebot, 211x149x7 mm, [GW: 75g]

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Vibration and Mode Shapes Analysis of Cable Stayed Bridges Considering Different Structural Parameters - Nazim Nariman
Vergriffenes Buch, derzeit bei uns nicht verfügbar.
(*)
Nazim Nariman:
Vibration and Mode Shapes Analysis of Cable Stayed Bridges Considering Different Structural Parameters - Taschenbuch

2014, ISBN: 9783656588788

[ED: Taschenbuch], [PU: GRIN Verlag GmbH], Neuware - Research Paper from the year 2014 in the subject Engineering - Civil Engineering, grade: unknown, University of Weimar, language: English, abstract: The vibration characteristic of a cable stayed bridges structure is the main axis of the study in this paper, many structural parameters are used to simulate and determine the effect of vibration on the structural performance by identifying the natural frequencies of the system and the mode shapes that can occur in the real structure. Modeling the stay cables with three famous styles of arrangements such as Harp, Semi Harp and Fan styles, and assigning roller, hinged and fixed boundary conditions on the deck support of the cable stayed bridge, in addition to using two design cases of the girders and pylons dimensions in the global structure for that purpose. Through the use of ABAQUS finite element analysis, the models were generated for each mentioned cases and the results of the frequency linear perturbation step of 10 mode shapes were determined through the simulation of the deformed shapes and the determined values of the natural frequencies of each mode for each case of interest. It was seen that the roller boundary condition was much prone to the early vibration and the stay cables of the direction near to the roller support were vibrated and stressed much more than the other direction compared with the hinged and fixed boundary conditions, and the mode shapes 7, 8, 9 and 10 were the most vibrated cases for all the boundary conditions without any distinction. The week design of the girders and the pylons has the great effect on the vibration of the stay cables, pylons and deck of the structure especially near the roller support direction due to the early vibration of the case of roller support, so the use of cross ties and damping between the stay cables and the girders are very important in the cases of significant vibrations which affect the performance of the cable stayed bridges., [SC: 0.00], Neuware, gewerbliches Angebot, 211x149x7 mm, [GW: 75g]

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Vibration and Mode Shapes Analysis of Cable Stayed Bridges Considering Different Structural Parameters - Nazim Nariman
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Nazim Nariman:
Vibration and Mode Shapes Analysis of Cable Stayed Bridges Considering Different Structural Parameters - neues Buch

2014, ISBN: 9783656588788

ID: 22df860d2b37d52919a971f6faf93f7b

Research Paper (postgraduate) from the year 2014 in the subject Engineering - Civil Engineering, grade: unknown, University of Weimar, language: English, abstract: The vibration characteristic of a cable stayed bridges structure is the main axis of the study in this paper, many structural parameters are used to simulate and determine the effect of vibration on the structural performance by identifying the natural frequencies of the system and the mode shapes that can occur in the real structure. Modeling the stay cables with three famous styles of arrangements such as Harp, Semi Harp and Fan styles, and assigning roller, hinged and fixed boundary conditions on the deck support of the cable stayed bridge, in addition to using two design cases of the girders and pylons dimensions in the global structure for that purpose. Through the use of ABAQUS finite element analysis, the models were generated for each mentioned cases and the results of the frequency linear perturbation step of 10 mode shapes were determined through the simulation of the deformed shapes and the determined values of the natural frequencies of each mode for each case of interest. It was seen that the roller boundary condition was much prone to the early vibration and the stay cables of the direction near to the roller support were vibrated and stressed much more than the other direction compared with the hinged and fixed boundary conditions, and the mode shapes 7, 8, 9 and 10 were the most vibrated cases for all the boundary conditions without any distinction. The week design of the girders and the pylons has the great effect on the vibration of the stay cables, pylons and deck of the structure especially near the roller support direction due to the early vibration of the case of roller support, so the use of cross ties and damping between the stay cables and the girders are very important in the cases of significant vibrations which affect the performance of the cable stayed bridges. Bücher / Naturwissenschaften, Medizin, Informatik & Technik / Technik / Bau- & Umwelttechnik

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Vibration and Mode Shapes Analysis of Cable Stayed Bridges Considering Different Structural Parameters - Nazim Nariman
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Nazim Nariman:
Vibration and Mode Shapes Analysis of Cable Stayed Bridges Considering Different Structural Parameters - Taschenbuch

2014, ISBN: 3656588783

ID: 21197115493

[EAN: 9783656588788], Neubuch, [PU: Grin Verlag Gmbh 2014-02-18]

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Details zum Buch
Vibration and Mode Shapes Analysis of Cable Stayed Bridges Considering Different Structural Parameters
Autor:

Nazim Nariman

Titel:

Vibration and Mode Shapes Analysis of Cable Stayed Bridges Considering Different Structural Parameters

ISBN-Nummer:

Research Paper from the year 2014 in the subject Engineering - Civil Engineering, grade: unknown, Un....

Detailangaben zum Buch - Vibration and Mode Shapes Analysis of Cable Stayed Bridges Considering Different Structural Parameters


EAN (ISBN-13): 9783656588788
ISBN (ISBN-10): 3656588783
Taschenbuch
Erscheinungsjahr: 2014
Herausgeber: Grin Verlag Gmbh Feb 2014

Buch in der Datenbank seit 29.03.2014 09:13:09
Buch zuletzt gefunden am 05.05.2017 15:48:51
ISBN/EAN: 9783656588788

ISBN - alternative Schreibweisen:
3-656-58878-3, 978-3-656-58878-8


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