Results 281 to 290 of about 4,724,325 (351)

Effects of axial load on nonlinear response of RC columns subjected to lateral impact load: Ship-pier collision

Engineering Failure Analysis, 2018
In this paper, the effects of axial load on dynamic responses and failure behaviors of reinforced concrete (RC) columns subjected to lateral impact loading are evaluated using numerical simulations in LS–DYNA.
Gholamreza Gholipour, Chunwei Zhang, A. Mousavi   +2 more
semanticscholar   +1 more source

Laterally Loaded Pile Design

Journal of the Geotechnical Engineering Division, 1981
A beam-bar finite element formulation of a laterally loaded pile problem is developed. The approach taken utilizes the beam on elastic foundation coefficient of subgrade reaction method. The three loading conditions of a lateral load or applied moment on a free-end pile and a lateral load applied to a fixed-end pile are analyzed for a range of soil ...
openaire   +1 more source

Load-Deflection response of transversely isotropic piles under lateral loads

International Journal for Numerical and Analytical Methods in Geomechanics, 2000
Using Timoshenko beam theory, the authors analyse the load-deflection response of transversely isotropic piles under lateral loads. It is found that the deflection of pile, if the shear deformation effect is considered, is always larger than if it were neglected.
Han, J., Frost, J. D.
openaire   +2 more sources

Laterally Loaded Unreinforced Walls

1981
It is possible to distinguish two categories of wall in relation to lateral strength: firstly, wall panels, the resistance of which depend primarily on the flexural strength of brickwork and, secondly, those whose resistance depends on the action of in-plane forces« The first category of walls are those found in low-rise buildings and in the upper ...
openaire   +1 more source

Design of Laterally Loaded Plating—Concentrated Loads

Journal of Ship Research, 1983
In the design of plating subject to lateral loading, the principal load effect to be considered is the amount of permanent set, that is, the maximum permanent deflection in the center of each panel of plating bounded by the stiffeners and the crossbeams. The present paper is complementary to a previous paper [1]2 which dealt with uniform pressure loads.
openaire   +1 more source

Effect of vertical load on the lateral response of offshore piles considering scour-hole geometry and stress history in marine clay

Ocean Engineering, 2018
Scour induces the loss of soil support around the pile foundations for the offshore and coastal structures, and thus increases their bending moments and lateral deflections, which may change the vertical loads effect on the lateral response of piles ...
F. Liang, Hao Zhang, Shengli Chen
semanticscholar   +1 more source

Behaviour of laterally loaded pile

2018
Monopiles have been by far the most common support structure for offshore turbines. They have always been an appropriate solution for complex site conditions. Design of monopiles is usually based on the use of nonlinear p-y curve. These curves are primordially based on the use of simple constitutive models for soil, such as Tresca criterion. Since soil
Ahayan, S., Cerfontaine, B., Collin, F., Kotronis, P.   +3 more
openaire   +2 more sources

Model study on the performance of single-finned piles in clay under lateral load

Arabian Journal of Geosciences, 2020
M. Sakr, W. Azzam, Moataz Wahba
semanticscholar   +1 more source

Ultimate lateral load resistance of laterally loaded pile

2009
Several methods are available for predicting ultimate lateral load resistance of laterally loaded pile. These methods often produce significantly different ultimate lateral resistance. This makes it difficult to select an appropriate method in designing/predicting ultimate lateral resistance of pile.
openaire   +1 more source

Design of Laterally Loaded Plating—Uniform Pressure Loads

Journal of Ship Research, 1981
An explicit formula is presented for the design of welded steel plates subjected to uniform lateral pressure, on the basis of a designer-specified level of acceptable permanent set, including that due to welding. The formula is derived from a combination of theoretical and experimental studies and shows good agreement with experimental results. For the
openaire   +1 more source