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Titlebook: Earthquake Geotechnical Engineering; 4th International Co Kyriazis D. Pitilakis Book 2007 Springer Science+Business Media B.V. 2007 Analysi

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書(shū)目名稱Earthquake Geotechnical Engineering
副標(biāo)題4th International Co
編輯Kyriazis D. Pitilakis
視頻videohttp://file.papertrans.cn/301/300896/300896.mp4
概述Includes supplementary material:
叢書(shū)名稱Geotechnical, Geological and Earthquake Engineering
圖書(shū)封面Titlebook: Earthquake Geotechnical Engineering; 4th International Co Kyriazis D. Pitilakis Book 2007 Springer Science+Business Media B.V. 2007 Analysi
描述.The book contains the invited keynote and theme lectures presented at the 4th International Conference on Geotechnical Earthquake Engineering (4ICEGE). The conference was held in Thessaloniki, Greece, from 25 to 28 June, 2007, and was organized by the Technical Committee of Earthquake Geotechnical Engineering (TC4) of the International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE), the Hellenic Scientific Society of Soil Mechanics and Geotechnical Engineering and the Laboratory of Soil Dynamics and Geotechnical Earthquake Engineering of Aristotle University of Thessaloniki. .It provides a comprehensive overview of the progress achieved to date in soil dynamics and geotechnical earthquake engineering, as well as in engineering seismology and seismic risk assessment and management. In situ and laboratory testing, theoretical issues and numerical modeling of soil dynamics, seismic hazard with emphasis on the long-period ground motion displacements, site effects and microzonation, liquefaction assessment and mitigation, soil-structure interaction, performance based design of geotechnical structures, earthquake resistant design and performance of shallow and deep foun
出版日期Book 2007
關(guān)鍵詞Analysis; geotechnical engineering; hazard; mechanics; modeling; modelling; remediation; soil; soil mechanic
版次1
doihttps://doi.org/10.1007/978-1-4020-5893-6
isbn_softcover978-94-017-7663-9
isbn_ebook978-1-4020-5893-6Series ISSN 1573-6059 Series E-ISSN 1872-4671
issn_series 1573-6059
copyrightSpringer Science+Business Media B.V. 2007
The information of publication is updating

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A History of Mechanical Engineeringally lost. The second approach, although more tortuous, offers larger flexibility. It is very likely that efforts directed to the estimation of the subsoil structure, even if not completely successful, will allow to build some model and to estimate an order of magnitude of the amplification. Current
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The Rise of New States, ,. 1500–1650ametric studies were conducted for the probabilistic assessment of microzonation with respect to ground shaking intensity and liquefaction susceptibility as well as for vulnerability assessment based on acceleration response spectra, peak ground accelerations, and cyclic shear stress variation with
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Site Effects: From Observation and Modelling to Accounting for Them in Building Codes,ally lost. The second approach, although more tortuous, offers larger flexibility. It is very likely that efforts directed to the estimation of the subsoil structure, even if not completely successful, will allow to build some model and to estimate an order of magnitude of the amplification. Current
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Source and Site Factors in Microzonation,ametric studies were conducted for the probabilistic assessment of microzonation with respect to ground shaking intensity and liquefaction susceptibility as well as for vulnerability assessment based on acceleration response spectra, peak ground accelerations, and cyclic shear stress variation with
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Book 2007). The conference was held in Thessaloniki, Greece, from 25 to 28 June, 2007, and was organized by the Technical Committee of Earthquake Geotechnical Engineering (TC4) of the International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE), the Hellenic Scientific Society of Soil Mechan
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