Results 271 to 280 of about 6,351,446 (338)
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Laterally Loaded Timber Columns

Journal of the Structural Division, 1979
A general theoretical expression for the load-carrying capacity of timber beams, taking into account lateral instability, and columns, has been developed under the assumption that the conditions are elastic until failure but that the structures have initial curvature and torsion.
Hans J. Larsen, Esko Theilgaard
openaire   +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.   +3 more
openaire   +2 more sources

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   +2 more
semanticscholar   +1 more source

Lateral Pile-Loading Tests

Transactions of the American Society of Civil Engineers, 1937
Tests conducted at Lock and Dam No. 26, Alton, Ill., to determine the resistance under lateral loads of timber and concrete piles, driven in Mississippi River sand, are described in this paper.
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, Sheng-Li Chen
semanticscholar   +1 more source

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

Modeling laterally loaded piles

Pollack Periodica, 2013
Single row pile groups are gaining popularity as foundation system for both buildings and bridges. They are a reasonable and economical solutions for structures with low vertical loads e.g. bridge abutments. The lateral resistance of a pile group is the result of contact pressure between the individual pile shafts and the soil. When designing this kind
openaire   +2 more sources

Analysis of Laterally Loaded Gridworks

Journal of the Engineering Mechanics Division, 1964
It is shown that the deflection of a uniform rectangular gridwork loaded at its nodes is governed by a sixth order partial difference equation that requires three boundary conditions at each edge for its complete solution. Solutions are indicated for various types of boundary conditions.
openaire   +1 more source

Lateral Load Issues for Buildings

2013
Buildings are complex physical systems. Structural Engineers deal with this complexity by creating idealized structural models that define the key structural components, the overall makeup of the building structure, and the loadings that it needs to withstand.
Jerome J. Connor, Susan Faraji
openaire   +1 more source

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