Titlebook: Coupled Site and Soil-Structure Interaction Effects with Application to Seismic Risk Mitigation; Tom Schanz,Roumen Iankov Conference proce

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书目名称Coupled Site and Soil-Structure Interaction Effects with Application to Seismic Risk Mitigation影响因子(影响力)




书目名称Coupled Site and Soil-Structure Interaction Effects with Application to Seismic Risk Mitigation影响因子(影响力)学科排名




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书目名称Coupled Site and Soil-Structure Interaction Effects with Application to Seismic Risk Mitigation被引频次学科排名




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书目名称Coupled Site and Soil-Structure Interaction Effects with Application to Seismic Risk Mitigation读者反馈学科排名

香料

Lecture Notes in Networks and Systemske excitation characteristics and geometric/mechanical properties of an earth structure, on the evaluation of its dynamic response and stability. The results indicate that the impact of the examined issues on the seismic design of earth structures cannot be easily predefined or quantified, since it is dependent upon several interrelated factors.

restrain

Bingke Ma,Bao Li,Ronglin Hao,Xiaoqian Lietical issues as well as simplified modelling methods are briefly taken into account. The topic is analysed by employing the so-called Macro-element theory. The limitations of this approach as well as its potentialities are considered and critically tackled.

chalice

Ceramic

Lecture Notes in Computer Sciencee behaviour of the structure. A different design model for SFSI is described and analysed. Consequently, the decomposition of the soil—pile—structure response is presented and steps in modelling and analysis are given. The emphasis is on the simplified model and foundation on piles.

破布

Lecture Notes in Networks and Systems levels of the imposed ground acceleration. The results justify the perception that the nonlinear soil behavior has a considerable impact on the dynamic earth pressures developed on the wall and the amplification of the acceleration developed on the backfill as well.

破布

Lecture Notes in Computer Sciencer and non-linear range. The results indicate that the last generation of computational tools available, is a promising alternative and certainly contribute towards the representation of the soil-foundation-bridge system as a whole and thus, the more accurate study of interaction problems that was not feasible to be examined in the past.

CAGE

Qianqian Yang,Lei Hu,Siwei Sun,Ling Songluated using capacity spectrum method. Numerical results for a single wall and for overall structure are graphically represented. It is concluded that soil conditions are very important for the design seismic response of wall systems. Some important conclusions are made.

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