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|  | | 为了更好的帮助您理解掌握查询词或其译词在地道英语中的实际用法,我们为您准备了出自英文原文的大量英语例句,供您参考。 | |
In this paper, the effect of foundation inhomogeneity on the seismic response of arch and gravity dams was studied by means of scaled boundary finite element method (SBFEM).
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Several typical problems in the seismic response analysis of soil layers with deep deposits have been studied according to the seismic response analysis of the soil layer in the Shanghai region.
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In the seismic response analysis, the effect of angle of inclination of the rock surface under the soil layer can be neglected if the angle is not more than two degrees.
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The elasticity of the solid rock has little influence on the seismic response of the deep soil layer.
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Based on these tests, several key issues about the seismic response of the dynamic soil-structure interaction (SSI) system were studied.
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At last, the nonlinear earthquake response of a representative soft site in Nanjing city is calculated with the dynamic behavior of soils modeled by the new developed model.
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The results are accordant to the earthquake response of soft site given by other scholars.
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The Altai earthquake response of the measuring systems of the Sayano-Shushenskaya hydroelectric power station dam on the Yenisei
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Coupling with the equation of dam-unbounded foundation interaction, it can effectively carry out the earthquake response analysis of dam-reservoir-foundation system.
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It facilitates the application of earthquake response analysis of dam-reservoir-foundation system including reservoir boundary absorption to the engineering practice.
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Analyses of the seismic responses of soil layers with deep deposits
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It appears that small electronic current (0.5 A in this study) may sufficiently attenuate the seismic responses for practical engineering applications.
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Smart property of homogeneous electrorheological fluid and its application in reducing seismic responses of engineering structur
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Using the semi-active control strategy presented, HERF smart damper controlled could effectively reduce seismic responses of structures and keeps the control stable at all times.
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On the base of the experimental phenomenon and failure mechanism for tube in tube structure specimen, nonlinear seismic responses analysis program on the basis of the advantaged element model for tube in tube structure is developed.
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The analysis of the translation-torsion coupling earthquake responses of single-story eccentric factory buldings with considerat
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In this paper, the translation-torsion coupling earthquake responses.
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And what is more, corresponding motion equations of earthquake responses have been derived, analysed and discussed.
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All this information allowed calibrating numerical models that reproduce ambient-vibration or moderate earthquake responses.
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During earthquake responses, the structural walls are expected to support most of the lateral loads induced by earthquake ground motions.
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