Titlebook: Earthquake Geotechnical Engineering Design; Michele Maugeri,Claudio Soccodato Book 2014 Springer International Publishing Switzerland 2014

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书目名称Earthquake Geotechnical Engineering Design影响因子(影响力)




书目名称Earthquake Geotechnical Engineering Design影响因子(影响力)学科排名




书目名称Earthquake Geotechnical Engineering Design网络公开度




书目名称Earthquake Geotechnical Engineering Design网络公开度学科排名




书目名称Earthquake Geotechnical Engineering Design被引频次




书目名称Earthquake Geotechnical Engineering Design被引频次学科排名




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书目名称Earthquake Geotechnical Engineering Design年度引用学科排名




书目名称Earthquake Geotechnical Engineering Design读者反馈




书目名称Earthquake Geotechnical Engineering Design读者反馈学科排名

Ischemic-Stroke

Site Classification and Spectral Amplification for Seismic Code Provisionstion response spectra and soil amplification factors for a new site classification system, which uses parameters such as the thickness of soil deposits, the average shear wave velocity to the seismic bedrock and the fundamental period of the site. The dataset is also used to derive soil amplificatio

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生来

Liquefaction in Tokyo Bay and Kanto Regions in the 2011 Great East Japan Earthquakethe 2011 Great East Japan in 2011. Widespread areas along the Tokyo Bay and in the downstream reaches of the Tone River suffered the liquefaction-associated damage, despite of the distance as long as 450–500km from the epicenter of the quake. Typical examples of the damage are presented herein with

LAP

Allowable Settlement and Inclination of Houses Defined After the 2011 Tohoku: Pacific Ocean Earthquan, but also in the Kanto district. About 27,000 timber houses, a lot of buried sewage pipes and roads were damaged due to liquefaction. In Tokyo Bay area, the very long duration of the main shock and an aftershock 29min later probably caused serious settlement and inclination of houses. The maximum

Mawkish

Seismic Performance of River Levees; Experience and Predictionf future technological development for river levees. Those activities are summarized here with emphasis on the difficult handling of liquefaction inside the levees and assessment of seismic performance. To mitigate the internal liquefaction, not only the field investigation technique but also numeri

Mawkish

Earthquake Performance Design of Dams Using Destructiveness Potential Factorcorrelation between sliding displacement of slope and destructiveness potential factor P.. Chilean practice of seismic dam design considers performance design with three limit estates: operational, maximum credible earthquake and second maximum credible earthquake. Crest dam vertical settlement reco

人类学家

Seismic Response of Shallow Footings: A Promising Application for the Macro-element Approachn, spreading an increasing awareness about the effects of the interaction between foundation and superstructure in particular under severe conditions. By the way, a lack of reliable methods for the seismic analysis of foundations is still apparent. To overcome this deficiency, the macro-element conc

粗俗人

Infant

Seismic Displacement Based Design of Structures: Relevance of Soil Structure Interactionput to be used, on the applicability to retaining structures and on the relevance of including nonlinear soil-structure interaction in the DDBD and the tools to account for it, with reference to shallow foundations.