Results 201 to 210 of about 2,028 (262)
Study on dynamic response analysis of a long-span and asymmetrical suspension bridge subjected to uniform and nonuniform ground motions. [PDF]
Sci ProgLi J.
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Study on the Application of Foamed Lightweight Soil in Road Widening Project: A Numerical Insight. [PDF]
Materials (Basel)Li PH, Yan KZ.
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AI-assisted optimization design of seismic performance parameters for timber structures. [PDF]
PLoS OneWei D, Ding Y, Zhou F, Zhang X.
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The Bearing Characteristics of a Grillage Root Foundation Based on a Transparent Soil Material: Enhancing the Bearing Capacity. [PDF]
Materials (Basel)Ma Z, Wang J, Huang X, Ren Z, Wang H.
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Engineering Structures, 2022
Abstract The objective of this research was to study the mechanical behavior of pile caps on two steel piles submitted to centered loading with different arrangements of the connection between pile and pile cap, as well as evaluate analytical models found in the technical literature. A numerical analysis of a pile cap on two steel piles was performed
Rodrigo Gustavo Delalibera
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Abstract The objective of this research was to study the mechanical behavior of pile caps on two steel piles submitted to centered loading with different arrangements of the connection between pile and pile cap, as well as evaluate analytical models found in the technical literature. A numerical analysis of a pile cap on two steel piles was performed
Rodrigo Gustavo Delalibera
exaly +2 more sources
CFD investigation of the cap effects on wave loads on piles for the pile-cap foundation
Ocean Engineering, 2019Abstract The cap effects on the wave forces acting on the piles underneath the cap are important for the estimation of the wave loads on the elevated pile-cap foundations of sea-crossing bridges. Full scale 3-dimensional numerical simulations are carried out for large square caps with piles placed at different locations underneath.
Wanli Yang
exaly +2 more sources
Pile Cap-Pile Group-Soil Interaction
Journal of the Structural Division, 1981A numerical procedure based on the finite element method is proposed for the analysis of structural systems composed of beam-column (pile), plate (cap) and nonlinear springs (soil). It integrates one-and two-dimensional idealizations for these components in order to obtain an approximation to the three-dimensional problem.
Chandrakant S. Desai +2 more
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