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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.
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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
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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.
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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
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Lateral Loads on Power Boilers

Journal of the Energy Division, 1979
The structural section of power-boiler specifications should include lateral-force design criteria to minimize the possibility for critical damage and resulting financial loss during a furnace explosion. Boilers designed for 20% g have survived violent explosions with moderate structural damage.
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Estimating Laterally Loaded Pile Response

Malaysian Journal of Civil Engineering, 2018
A simplified and practical approach for estimating the laterally loadedpiles in an elastic homogeneous soil is presented. The formulation of theapproach is similar to the conventional subgrade reaction theory but theresponse of the soil mass is evaluated by a semi-analytical solution that isrelated to the actual soil properties and the pile geometry ...
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Laterally Loaded Flexible Diaphragm Buildings

Journal of the Structural Division, 1980
The purpose of the present note is to present, for one class of structures, a computer oriented analogy that allows examination of the flexibility of floor slabs, even when only a capability to handle plane frames is available.
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Toward Next Generation Lateral Flow Assays: Integration of Nanomaterials

Chemical Reviews, 2022
Ruslán Álvarez-Diduk   +2 more
exaly  

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