Finite Element Analysis of a Fibre-Reinforced Plastic Composite Floor | Considering Passive and Live Loads. Este artículo no está disponible.
Idioma: inglés
Editorial: LAP LAMBERT Academic Publishing, 2013
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- Nuevo
Librería: preigu, Osnabrück, Alemaniapreigu
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Finite Element Analysis of a Fibre-Reinforced Plastic Composite Floor | Considering Passive and Live Loads | Alireza Sarvghadrazavi (u. a.) | Taschenbuch | Englisch | 2013 | LAP LAMBERT Academic Publishing | EAN 9783659365577 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.
N° de ref. del artículo 105583836
- Título
- Finite Element Analysis of a Fibre-Reinforced Plastic Composite Floor | Considering Passive and Live Loads
- Autor
- Alireza Sarvghadrazavi (u. a.)
- Editorial
- LAP LAMBERT Academic Publishing
- Año de publicación
- 2013
- Estado
- Neu
- Encuadernación
- Taschenbuch
- Idioma
- inglés
- ISBN 10
- 3659365572
- ISBN 13
- 9783659365577
- Peso del artículo
- 179 gramos
- Dimensiones
- 220 x 150 x 8 mm
- Catálogos de vendedores
- Bücher
This work investigates the conventional and Fibre-Reinforced Plastic (FRP) composite floor vibration behaviour of an existing building based on a comprehensive study of high modal dynamic responses, the range of which has been absent in previous studies and major analytical templates, of different panels under the influence of loads induced by human motion. The resulting fundamental natural frequency and vibration modes are first validated with respect to experimental and numerical evidences from literature. Departing from close correlation established in comparison, this study explores in detail the effects of intensity and coordination of passive live load as additional stationary mass due to crowd jumping as well as considering human structure interaction. In the different study, the effect of intensity and crowd size of active live load is investigated. It is concluded that higher vibration modes are essential to determine the minimum required modes and mass participation ratio in the case of vertical vibration.
“Sinopsis” puede pertenecer a otra edición de este título.
Reseña del editor
This work investigates the conventional and Fibre-Reinforced Plastic (FRP) composite floor vibration behaviour of an existing building based on a comprehensive study of high modal dynamic responses, the range of which has been absent in previous studies and major analytical templates, of different panels under the influence of loads induced by human motion. The resulting fundamental natural frequency and vibration modes are first validated with respect to experimental and numerical evidences from literature. Departing from close correlation established in comparison, this study explores in detail the effects of intensity and coordination of passive live load as additional stationary mass due to crowd jumping as well as considering human structure interaction. In the different study, the effect of intensity and crowd size of active live load is investigated. It is concluded that higher vibration modes are essential to determine the minimum required modes and mass participation ratio in the case of vertical vibration.
“Acerca de” puede pertenecer a otra edición de este título.