Soil Structure Interaction with Nonlinear Beam Element
8 Angebote vergleichen
| Preise | 2013 | 2014 | 2015 | 2019 |
|---|---|---|---|---|
| Schnitt | € 45,80 | € 49,00 | € 49,01 | € 46,14 |
| Nachfrage |
1
Symbolbild
Soil Structure Interaction with Nonlinear Beam Element (2012)
DE PB NW RPISBN: 9783659253539 bzw. 3659253537, in Deutsch, Lap Lambert Academic Publishing Sep 2012, Taschenbuch, neu, Nachdruck.
Von Händler/Antiquariat, AHA-BUCH GmbH [51283250], Einbeck, NDS, Germany.
This item is printed on demand - Print on Demand Titel. - The response of shallow and raft foundations is having a significant importance due to its complex behavior because of the semi-infinite soil media. The Winkler model represents the foundation reaction as proportional to the soil displacement at a particular point, which results in the elasticity of the soil being the only parameter in consideration. But in reality the soil cohesiveness is having a significant contribution in soil structure interaction, and therefore the consideration of coupling effects of Winkler springs need to be accounted. Most of the existing elements either consider certain parameters of the foundation or assume an elastic beam and foundation response. In this research a new finite element formulation was developed in which these limitations were eliminated. This improved model can be viewed as a soil with a combination of cohesive behavior which transmits the rotation due to bending in addition to the Winkler effect. The non linear response of structures resting on this improved foundation model is analyzed by considering the tensionless behavior of the soil. The presented solutions show the superiority of the proposed nonlinear foundation model. 56 pp. Englisch.
This item is printed on demand - Print on Demand Titel. - The response of shallow and raft foundations is having a significant importance due to its complex behavior because of the semi-infinite soil media. The Winkler model represents the foundation reaction as proportional to the soil displacement at a particular point, which results in the elasticity of the soil being the only parameter in consideration. But in reality the soil cohesiveness is having a significant contribution in soil structure interaction, and therefore the consideration of coupling effects of Winkler springs need to be accounted. Most of the existing elements either consider certain parameters of the foundation or assume an elastic beam and foundation response. In this research a new finite element formulation was developed in which these limitations were eliminated. This improved model can be viewed as a soil with a combination of cohesive behavior which transmits the rotation due to bending in addition to the Winkler effect. The non linear response of structures resting on this improved foundation model is analyzed by considering the tensionless behavior of the soil. The presented solutions show the superiority of the proposed nonlinear foundation model. 56 pp. Englisch.
2
Symbolbild
Soil Structure Interaction with Nonlinear Beam Element (2012)
DE PB NW RPISBN: 9783659253539 bzw. 3659253537, in Deutsch, LAP Lambert Academic Publishing Sep 2012, Taschenbuch, neu, Nachdruck.
Von Händler/Antiquariat, AHA-BUCH GmbH [51283250], Einbeck, Germany.
This item is printed on demand - Print on Demand Titel. Neuware - The response of shallow and raft foundations is having a significant importance due to its complex behavior because of the semi-infinite soil media. The Winkler model represents the foundation reaction as proportional to the soil displacement at a particular point, which results in the elasticity of the soil being the only parameter in consideration. But in reality the soil cohesiveness is having a significant contribution in soil structure interaction, and therefore the consideration of coupling effects of Winkler springs need to be accounted. Most of the existing elements either consider certain parameters of the foundation or assume an elastic beam and foundation response. In this research a new finite element formulation was developed in which these limitations were eliminated. This improved model can be viewed as a soil with a combination of cohesive behavior which transmits the rotation due to bending in addition to the Winkler effect. The non linear response of structures resting on this improved foundation model is analyzed by considering the tensionless behavior of the soil. The presented solutions show the superiority of the proposed nonlinear foundation model. 56 pp. Englisch.
This item is printed on demand - Print on Demand Titel. Neuware - The response of shallow and raft foundations is having a significant importance due to its complex behavior because of the semi-infinite soil media. The Winkler model represents the foundation reaction as proportional to the soil displacement at a particular point, which results in the elasticity of the soil being the only parameter in consideration. But in reality the soil cohesiveness is having a significant contribution in soil structure interaction, and therefore the consideration of coupling effects of Winkler springs need to be accounted. Most of the existing elements either consider certain parameters of the foundation or assume an elastic beam and foundation response. In this research a new finite element formulation was developed in which these limitations were eliminated. This improved model can be viewed as a soil with a combination of cohesive behavior which transmits the rotation due to bending in addition to the Winkler effect. The non linear response of structures resting on this improved foundation model is analyzed by considering the tensionless behavior of the soil. The presented solutions show the superiority of the proposed nonlinear foundation model. 56 pp. Englisch.
3
Soil Structure Interaction with Nonlinear Beam Element - Soil Structure Interaction
DE PB NWISBN: 9783659253539 bzw. 3659253537, in Deutsch, LAP Lambert Academic Publishing, Taschenbuch, neu.
Lieferung aus: Deutschland, Versandkostenfrei.
Soil Structure Interaction with Nonlinear Beam Element: The response of shallow and raft foundations is having a significant importance due to its complex behavior because of the semi-infinite soil media. The Winkler model represents the foundation reaction as proportional to the soil displacement at a particular point, which results in the elasticity of the soil being the only parameter in consideration. But in reality the soil cohesiveness is having a significant contribution in soil structure interaction, and therefore the consideration of coupling effects of Winkler springs need to be accounted. Most of the existing elements either consider certain parameters of the foundation or assume an elastic beam and foundation response. In this research a new finite element formulation was developed in which these limitations were eliminated. This improved model can be viewed as a soil with a combination of cohesive behavior which transmits the rotation due to bending in addition to the Winkler effect. The non linear response of structures resting on this improved foundation model is analyzed by considering the tensionless behavior of the soil. The presented solutions show the superiority of the proposed nonlinear foundation model. Englisch, Taschenbuch.
Soil Structure Interaction with Nonlinear Beam Element: The response of shallow and raft foundations is having a significant importance due to its complex behavior because of the semi-infinite soil media. The Winkler model represents the foundation reaction as proportional to the soil displacement at a particular point, which results in the elasticity of the soil being the only parameter in consideration. But in reality the soil cohesiveness is having a significant contribution in soil structure interaction, and therefore the consideration of coupling effects of Winkler springs need to be accounted. Most of the existing elements either consider certain parameters of the foundation or assume an elastic beam and foundation response. In this research a new finite element formulation was developed in which these limitations were eliminated. This improved model can be viewed as a soil with a combination of cohesive behavior which transmits the rotation due to bending in addition to the Winkler effect. The non linear response of structures resting on this improved foundation model is analyzed by considering the tensionless behavior of the soil. The presented solutions show the superiority of the proposed nonlinear foundation model. Englisch, Taschenbuch.
4
Soil Structure Interaction with Nonlinear Beam Element
DE NWISBN: 9783659253539 bzw. 3659253537, in Deutsch, neu.
Lieferung aus: Vereinigtes Königreich Großbritannien und Nordirland, 11, zzgl. Versandkosten.
The response of shallow and raft foundations is having a significant importance due to its complex behavior because of the semi-infinite soil media. The Winkler model represents the foundation reaction as proportional to the soil displacement at a particular point, which results in the elasticity of the soil being the only parameter in consideration. But in reality the soil cohesiveness is having a significant contribution in soil structure interaction, and therefore the consideration of coupling effects of Winkler springs need to be accounted. Most of the existing elements either consider certain parameters of the foundation or assume an elastic beam and foundation response. In this research a new finite element formulation was developed in which these limitations were eliminated. This improved model can be viewed as a soil with a combination of cohesive behavior which transmits the rotation due to bending in addition to the Winkler effect. The non linear response of structures resting on this improved foundation model is analyzed by considering the tensionless behavior of the soil. The presented solutions show the superiority of the proposed nonlinear foundation model.
The response of shallow and raft foundations is having a significant importance due to its complex behavior because of the semi-infinite soil media. The Winkler model represents the foundation reaction as proportional to the soil displacement at a particular point, which results in the elasticity of the soil being the only parameter in consideration. But in reality the soil cohesiveness is having a significant contribution in soil structure interaction, and therefore the consideration of coupling effects of Winkler springs need to be accounted. Most of the existing elements either consider certain parameters of the foundation or assume an elastic beam and foundation response. In this research a new finite element formulation was developed in which these limitations were eliminated. This improved model can be viewed as a soil with a combination of cohesive behavior which transmits the rotation due to bending in addition to the Winkler effect. The non linear response of structures resting on this improved foundation model is analyzed by considering the tensionless behavior of the soil. The presented solutions show the superiority of the proposed nonlinear foundation model.
5
Symbolbild
Soil Structure Interaction with Nonlinear Beam Element (2012)
DE PB NW RPISBN: 9783659253539 bzw. 3659253537, in Deutsch, LAP LAMBERT Academic Publishing, Taschenbuch, neu, Nachdruck.
Von Händler/Antiquariat, English-Book-Service - A Fine Choice [1048135], Waldshut-Tiengen, Germany.
This item is printed on demand for shipment within 3 working days.
This item is printed on demand for shipment within 3 working days.
7
Soil Structure Interaction with Nonlinear Beam Element (2012)
EN NWISBN: 9783659253539 bzw. 3659253537, in Englisch, 56 Seiten, Lap Lambert Academic Publishing, neu.
Lieferung aus: Spanien, Normalmente se despacha en 24 horas.
Von Händler/Antiquariat, Amazon.es.
Die Beschreibung dieses Angebotes ist von geringer Qualität oder in einer Fremdsprache. Trotzdem anzeigen
Von Händler/Antiquariat, Amazon.es.
Die Beschreibung dieses Angebotes ist von geringer Qualität oder in einer Fremdsprache. Trotzdem anzeigen
8
Soil Structure Interaction wi (2012)
DE PB NWISBN: 9783659253539 bzw. 3659253537, in Deutsch, Taschenbuch, neu.
Lieferung aus: Deutschland, Next Day, Versandkostenfrei.
Die Beschreibung dieses Angebotes ist von geringer Qualität oder in einer Fremdsprache. Trotzdem anzeigen
Die Beschreibung dieses Angebotes ist von geringer Qualität oder in einer Fremdsprache. Trotzdem anzeigen
Lade…