Results 11 to 20 of about 119,142 (217)
The present paper deals with exact solutions for the free vibration characteristics of thin circular plates resting on Winkler-type elastic foundation based on the classical plate theory elastically restrained against translation.
L.B. Rao, C.K. Rao
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The present paper deals with exact solutions for the free vibration characteristics of thin circular plates elastically restrained against translation and resting on Winkler-type elastic foundation based on the classical plate theory.
L.B. Rao, C.K. Rao
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Foundation plate on the elastic half-space, deterministic and probabilistic approach
Interaction between the foundation plate and subgrade can be described by different mathematical - physical model. Elastic foundation can be modelled by different types of models, e.g. one-parametric model, two-parametric model and a comprehensive model -
Tvrdá Katarína
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Struts Carrying Non-Uniform Axial Load on Elastic Foundation [PDF]
The paper presents table of modified swbility functions. They enable the prediction of the elnstic critical loads of structures with some members carrying linearly varying axial forces with zero axialforce at one end. supported by or driven into elastic
Sabih Al-Saral
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The post-grouting technology can effectively improve the bearing capacity and reliability of foundation piles, and it is of great academic and economic significance to evaluate the effect of post-grouting.
Shenggen Huang +4 more
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About Central Difference Method Applied for the Beams on Elastic Foundation [PDF]
This article is focused on the widely spread theory of straight and curved beams rested on elastic (Winkler's) foundation. For solution of these problems of mechanics, the Finite Difference Method (i.e. Central Difference Method) can be applied.
Marek NIKODÝM, Karel FRYDRÝŠEK
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Study on Stability of Elastic Compression Bending Bar in Viscoelastic Medium
In the southeastern coastal regions of China, thick layers of marine soft soil are widely distributed, exhibiting characteristics such as high compressibility, high porosity, low strength, high sensitivity, and easy thixotropy, and these viscoelastic ...
Xiaochun Zhang, Jianhan Hu, Shuyang Chen
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FROM WINKLER’S FOUNDATION TO POPOV’S FOUNDATION
In recent years, the method of dimensionality reduction (MDR) has started to figure as a very convenient tool for dealing with a wide class of elastic contact problems.
Ivan Argatov
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Stability of Cracked Plates with Nonlinearly Variable Thickness Resting on Elastic Foundations
In this paper, the stability of rectangular cracked plates with nonlinearly variable thickness resting on the elastic foundations is studied. The thickness of the plate varies exponentially along the x-axis.
Vinh An LE, Minh Phuc PHAM, Tuan Anh BUI
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In this paper, a formula for the spring constant Kx for the horizontal movement of rigid rectangular foundations resting on elastic subsoil and spring coefficient βx in this formula was derived, which demonstrates that βx depends on Poisson’s ratio ν. It
Wojciech Pakos
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