"ROCKING VIBRATION OF STRUCTURES WITH PILES" : Part 4. Complex Springiness at Top of Pile by Axial Vibration of Pile
نویسندگان
چکیده
منابع مشابه
Dynamic Pile-soil-pile Interaction. Part I: Analysis of Axial Vibration
Simple methods of analysis are developed for computing the dynamic steady-state axial response of floating pile groups embedded in homogeneous and non-homogeneous soil deposits. Physically-motivated approximations are introduced to account for the interaction between two individual piles. It is found that such an interaction arises chiefly from the ‘interference’ of wave fields originating alon...
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A numerical method is presented herein to study soil-pile interaction systems in a stratified media. The method is based on a coupling of the finite element method and the boundary element method. The near field is modeled by the finite elements whereas the far field is modeled by the boundary dement formulation using the multi-layer dynamic fimdamental solution that satisfies the radiation con...
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In this study, a simplified computational model of pile vertical vibration was developed. The model was based on the inhomogeneous radial disturbed zone of soil in the vicinity of a pile disturbed by pile driving. The model contained two regions: the disturbed zone, which was located in the immediate vicinity of the pile, and the undisturbed region, external to the disturbed zone. In the model,...
متن کاملبهسازی لرزهای اسکلههای شمع و عرشه به وسیله جداگرهای لرزهای
There are significant number of pile supported wharves around the world and this type of structures are commonly chosen for the construction of new waterfront port facilities. Batter piles have been used for a long time to resist large lateral loads from winds, water waves, impacts and earthquake. Their distinct advantage over vertical piles is that they transmit the applied lateral loads p...
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ژورنال
عنوان ژورنال: Transactions of the Architectural Institute of Japan
سال: 1967
ISSN: 0387-1185,2433-0027
DOI: 10.3130/aijsaxx.131.0_24