Michele maugeri (61 résultats)

Paperback. Etat : Wie neu. Reprint; Pageoph topical volumes. S. 660 - 782 : Ill. Like new. Shrink wrapped. Sprache: Englisch Gewicht in Gramm: 370.

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Paperback or Softback. Etat : New. Messina Seismological Observatory Memorial Volume. Book.

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Etat : New. In English.

Etat : New. Editor(s): Bottari, Antonio; Mayer-Rosa, Dieter; Ibanez, Jesus; Maugeri, Michele. Series: Pageoph Topical Volumes. Num Pages: 132 pages, 15 black & white tables, biography. BIC Classification: PHVG. Category: (P) Professional & Vocational. Dimension: 244 x 170 x 7. Weight in Grams: 275. . 2005. Paperback. . . . . …

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Paperback. Etat : Brand New. 1st edition. 122 pages. German language. 9.25x6.50x0.25 inches. In Stock.

Etat : New. Editor(s): Bottari, Antonio; Mayer-Rosa, Dieter; Ibanez, Jesus; Maugeri, Michele. Series: Pageoph Topical Volumes. Num Pages: 132 pages, 15 black & white tables, biography. BIC Classification: PHVG. Category: (P) Professional & Vocational. Dimension: 244 x 170 x 7. Weight in Grams: 275. . 2005. Paperback. . . . . Books ship from the US and Ireland. …

Taschenbuch. Etat : Neu. Druck auf Anfrage Neuware - Printed after ordering - This issue is addressed to researchers dealing with seismic studies as the result of an interactive process as part of macroseismic approaches and an a-priori determination of the elements if the territory is involved in the seismic risk evaluation. The significant features which distinguish the work can be identified in the use of new methods for the evaluation of the damage scenarios of historical earthquakes (the local intensity virtual distribution); the adoption of a quick procedure of 2nd level seismic microzonation, depicted on a reduced number of parameters and in situ surveys; the characterization of an innovative seismic vulnerability evaluation procedure based on the analyses of the safety reducers and social priority levels of the elements of territory. The proposed studies, carried out in Sicily and Calabria (Italy), define an operative level of approaches aimed at engineering and civil protection applications.…

Etat : New.

Etat : New.

Etat : New.

Etat : New. In English.

Taschenbuch. Etat : 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.…

Buch. Etat : 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.…

Taschenbuch. Etat : Neu. Earthquake Geotechnical Engineering Design | Michele Maugeri (u. a.) | Taschenbuch | Geotechnical, Geological and Earthquake Engineering | xii | Englisch | 2016 | Springer | EAN 9783319375076 | Verantwortliche Person für die EU: Springer Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg, juergen[dot]hartmann[at]springer[dot]com | Anbieter: preigu.…

Hardcover. Etat : Brand New. 2014 edition. 388 pages. 9.25x6.25x1.25 inches. In Stock.

Gebundene Ausgabe. Etat : Neu. 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. Sprache: Englisch Gewicht in Gramm: 712.…

Paperback. Etat : Brand New. reprint edition. 400 pages. 9.25x6.10x0.94 inches. In Stock.

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Hardcover. Etat : Like New. LIKE NEW. SHIPS FROM MULTIPLE LOCATIONS. book.

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