9783319031811 - earthquake geotechnical engineering design: 28 (geotechnical, geological and earthquake engineering, 28) (11 resultados)

Idioma: Inglés
Editorial: Cham, Springer International Publishing. 2014
Serie: Geotechnical, Geological and Earthquake Engineering, Libro 19 de 40. Libro 19 de 40 - Geotechnical, Geological and Earthquake Engineering
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Librería: Universitätsbuchhandlung Herta Hold GmbH, Berlin, AlemaniaUniversitätsbuchhandlung Herta Hold GmbH
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EUR 16,00
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235 mm x 155 mm. 370 p. Hardcover. Versand aus Deutschland / We dispatch from Germany via Air Mail. Einband bestoßen, daher Mängelexemplar gestempelt, sonst sehr guter Zustand. Imperfect copy due to slightly bumped cover, apart from this in very good condition. Stamped. Stamped. Geotechnical, Geological, and Earthquake Engineeri…ng ; 28. Sprache: Englisch.

Earthquake Geotechnical Engineering Design (Geotechnical, Geological and Earthquake Engineering, 28)
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Librería: Ria Christie Collections, Uxbridge, Reino UnidoRia Christie Collections
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EUR 115,70
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Condición: New. In.

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Librería: Books Puddle, New York, NY, Estados Unidos de AmericaBooks Puddle
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EUR 152,51
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Condición: New. pp. xii + 388.

Idioma: Inglés
Editorial: Springer Verlag 2014
Serie: Geotechnical, Geological and Earthquake Engineering, Libro 19 de 40. Libro 19 de 40 - Geotechnical, Geological and Earthquake Engineering
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Librería: Revaluation Books, Exeter, Reino UnidoRevaluation Books
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EUR 161,06
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Hardcover. Condición: Brand New. 2014 edition. 388 pages. 9.25x6.25x1.25 inches. In Stock.

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Librería: AHA-BUCH GmbH, Einbeck, AlemaniaAHA-BUCH GmbH
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EUR 106,99
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Buch. Condición: Neu. Druck auf Anfrage Neuware - Printed after ordering - Pseudo-static analysis is still the most-used method to assess the stability of geotechnical systems that are exposed to earthquake forces. However, this method does not provide any information about the deformations and permanent displacements induced by… seismic activity. Moreover, it is questionable to use this approach when geotechnical systems are affected by frequent and rare seismic events. Incidentally, the peak ground acceleration has increased from 0.2-0.3 g in the seventies to the current value of 0.6-0.8 g. Therefore, a shift from the pseudo-static approach to performance-based analysis is needed.Over the past five years considerable progress has been made in Earthquake Geotechnical Engineering Design (EGED). The most recent advances are presented in this book in 6 parts.The evaluation of the site amplification is covered in Part I of the book. In Part II the evaluation of the soil foundation stability against natural slope failure and liquefaction is treated. In the following 3 Parts of the book the EGED for different geotechnical systems is presented as follows: the design of levees and dams including natural slopes in Part III; the design of foundations and soil structure interaction analysis in Part IV; underground structures in Part V. Finally in Part VI, new topics like the design of reinforced earth retaining walls and landfills are covered.

Idioma: Inglés
Editorial: Springer 2014
Serie: Geotechnical, Geological and Earthquake Engineering, Libro 19 de 40. Libro 19 de 40 - Geotechnical, Geological and Earthquake Engineering
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Librería: Mispah books, Redhill, SURRE, Reino UnidoMispah books
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EUR 176,75
Envío por EUR 28,99Se envía de Reino Unido a Estados Unidos de AmericaCantidad disponible: 1 disponibles
Hardcover. Condición: Like New. Like New. book.

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Librería: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, AlemaniaBuchWeltWeit Ludwig Meier e.K.
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EUR 106,99
Envío por EUR 23,00Se envía de Alemania a Estados Unidos de AmericaCantidad disponible: 2 disponibles
Buch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Pseudo-static analysis is still the most-used method to assess the stability of geotechnical systems that are exposed to earthquake forces. However, this method does not provide any information about the deformations and permanent displace…ments induced by seismic activity. Moreover, it is questionable to use this approach when geotechnical systems are affected by frequent and rare seismic events. Incidentally, the peak ground acceleration has increased from 0.2-0.3 g in the seventies to the current value of 0.6-0.8 g. Therefore, a shift from the pseudo-static approach to performance-based analysis is needed.Over the past five years considerable progress has been made in Earthquake Geotechnical Engineering Design (EGED). The most recent advances are presented in this book in 6 parts.The evaluation of the site amplification is covered in Part I of the book. In Part II the evaluation of the soil foundation stability against natural slope failure and liquefaction is treated. In the following 3 Parts of the book the EGED for different geotechnical systems is presented as follows: the design of levees and dams including natural slopes in Part III; the design of foundations and soil structure interaction analysis in Part IV; underground structures in Part V. Finally in Part VI, new topics like the design of reinforced earth retaining walls and landfills are covered. 400 pp. Englisch.

Idioma: Inglés
Editorial: Springer International Publishing 2014
Serie: Geotechnical, Geological and Earthquake Engineering, Libro 19 de 40. Libro 19 de 40 - Geotechnical, Geological and Earthquake Engineering
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Librería: moluna, Greven, Alemaniamoluna
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EUR 92,27
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Gebunden. Condición: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Performance Design instead of prescriptive design Design of infrastructures to withstand high values of acceleration Performance of shallow foundations against liquefaction Seismic performance of river levee…s and dams and waste conta.

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Librería: Majestic Books, Hounslow, Reino UnidoMajestic Books
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EUR 157,11
Envío por EUR 7,54Se envía de Reino Unido a Estados Unidos de AmericaCantidad disponible: 4 disponibles
Condición: New. Print on Demand pp. xii + 388 388 Illus. (212 Col.).

Earthquake Geotechnical Engineering Design
Soccodato Claudio Maugeri Michele Soccodato Claudio Maugeri Michele
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Librería: Biblios, frankfurt am main, HESSE, AlemaniaBiblios
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EUR 154,50
Envío por EUR 9,95Se envía de Alemania a Estados Unidos de AmericaCantidad disponible: 4 disponibles
Condición: New. PRINT ON DEMAND pp. xii + 388.

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Librería: buchversandmimpf2000, Emtmannsberg, BAYE, Alemaniabuchversandmimpf2000
Contactar con el vendedorVendedor de 5 estrellasCondición: Nuevo
EUR 106,99
Envío por EUR 60,00Se envía de Alemania a Estados Unidos de AmericaCantidad disponible: 1 disponibles
Buch. Condición: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Pseudo-static analysis is still the most-used method to assess the stability of geotechnical systems that are exposed to earthquake forces. However, this method does not provide any information about the deformations and permanent displacement…s induced by seismic activity. Moreover, it is questionable to use this approach when geotechnical systems are affected by frequent and rare seismic events. Incidentally, the peak ground acceleration has increased from 0.2-0.3 g in the seventies to the current value of 0.6-0.8 g. Therefore, a shift from the pseudo-static approach to performance-based analysis is needed.Over the past five years considerable progress has been made in Earthquake Geotechnical Engineering Design (EGED). The most recent advances are presented in this book in 6 parts.The evaluation of the site amplification is covered in Part I of the book. In Part II the evaluation of the soil foundation stability against natural slope failure and liquefaction is treated. In the following 3 Parts of the book the EGED for different geotechnical systems is presented as follows: the design of levees and dams including natural slopes in Part III; the design of foundations and soil structure interaction analysis in Part IV; underground structures in Part V. Finally in Part VI, new topics like the design of reinforced earth retaining walls and landfills are covered.Springer-Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg 400 pp. Englisch.