Global ETD Search
Search theses and dissertations gathered from participating repositories worldwide. Every result links back to the library that holds it. No account is needed.
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Showing 1 to 7 of 7 for “"kinematic interaction"”.
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The kinematic interaction problem of embedded circular foundations
Thesis. 1975. M.S.--Massachusetts Institute of Technology. Dept. of Civil Engineering.
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Soil-structure interaction effects of simple structures supported on rectangular foundations
… thesis deals with the effects of soil-structure interaction, both kinematic and inertial, on the responses of seismically excited rectangular foundations and simple structures supported on such foundations. The ground motion considered is defined stochastically by a local power spectral density …
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IMPACT OF SOIL-STRUCTURE INTERACTION ON SEISMIC BEHAVIOUR OF INTEGRAL ABUTMENT BRIDGES
… the deckabutments- footings) has increased the interaction of the bridge with the backfill and foundation soils. Therefore, the bridge deforms more of the backfill and foundation soil. This mechanism results in increased stresses induced on the bridge due to the deformation of the backfill soil …
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Evolution of Late Cenozoic Minibasins and Growth Faulting, Green Canyon Area, Northwestern Gulf of Mexico
… were generated to understand salt-sediment-fault kinematic interaction. Finally, isopach maps were generated to understand the effect of faulting and salt movement in sediment thickness. Three different fault families have been identified: (1) basinward-dipping growth faults family, (2) …
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Seismic Response of Pile Foundations in Soft Clays and Layered Soils
… foundations are subjected to inertial loads and kinematic loads due to the motion of the superstructure and the vibrations of surrounding soil, respectively. Due to the significant damage caused by earthquake induced soil liquefaction, studies in the past few decades have focused more on …
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Contribution to kinematic and inertial analysis of piles by analytical and experimental methods
The problem of pile - soil interaction is examined in the Thesis at hand by means of both theoretical analyses and experimental investigations. Pile foundations in seismically prone areas are subjected to both direct loading, such as axial and lateral forces imposed at their heads, resulting from a …
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A performance-based design framework for base-isolated buildings against ground-borne vibration
… and the receiver (the building), allowing interaction between the different parts of the complex system with the main focus on the vibration and re-radiated noise levels in the building. Although numerical modelling may be necessary for absolute predictions, it is computationally expensive …