Titlebook: Dynamic Soil-Structure Interaction for Sustainable Infrastructures; Proceedings of the 2 Deepankar Choudhury,Khalid M. El-Zahaby,Izzat Idri

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書目名稱Dynamic Soil-Structure Interaction for Sustainable Infrastructures影響因子(影響力)




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書目名稱Dynamic Soil-Structure Interaction for Sustainable Infrastructures年度引用學(xué)科排名




書目名稱Dynamic Soil-Structure Interaction for Sustainable Infrastructures讀者反饋




書目名稱Dynamic Soil-Structure Interaction for Sustainable Infrastructures讀者反饋學(xué)科排名

北極熊

Qualit?ten und die Konstruktion von M?rktenmental investigations. The comparison showed encouraging agreement between the experimental test results and that obtained from the analysis. The frequency amplitude response of embedded block foundation indicates that as the embedment depth increases, the resonant amplitude decreases and resonant f

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institute

refine

Qualit?ten und die Konstruktion von M?rktenped composite geo-material consisting of magnesium acrylate. Then, report the results of static cyclic loading tests in the actual ground that was to investigate lateral resistance of the steel pipe piles with wings strengthened by the composite geo-material.

正式演說

正式演說

Wirtschaftlichkeit?– Was bedeutet das genau?esponse as well as the soil-structure interaction effect are reported and evaluated. The investigation provides a valuable insight into the extend that soil-structure interaction influences the behavior of the wind turbine tower under seismic excitation.

嗎啡

Bilanzierungsans?tze und Begriffenamic properties are presented. Further, comparison has been made between the shear wave velocity measured in the liquefied field using Multichannel Analysis of Surface Waves (MASW) and laboratory results of low strain shear wave velocity. These results can be used for amplification estimation or mi

patella

L?sungen zum Arbeits- und Sozialrecht The numerical modeling was established in order to study dynamic response and verify the liquefaction potential of Algiers port under Boumerdes earthquake taking into account the presence of the container static load.

閑蕩

Aufgaben zum Arbeits- und Sozialrechtnd (ii) fixed base pile. A parametric study is carried out by varying (i) stiffness of surrounding soil and (ii) temperature change applied on the pile. It is concluded from the results that the pile response to thermomechanical loading can be attributed to stiffness of soil and the magnitude of the