Results 271 to 280 of about 4,724,325 (351)

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
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Load Distribution in Timber Structures Consisting of Multiple Lateral Load Resisting Elements with Different Stiffnesses

Journal of Performance of Constructed Facilities, 2014
Zhiyong Chen, Ghasan Doudak
exaly   +2 more sources

Laterally Loaded Piles: Program Documentation

Journal of the Geotechnical Engineering Division, 1977
The documentation is presented for the computer program COM622, which solves for the deflection and bending moment of a pile under lateral loading as a function of depth. The calculations are performed on a finite difference model of the pile, and the soil is represented by a series of nonlinear curves of force per unit length versus deflection.
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Load transfer approach for laterally loaded piles

International Journal for Numerical and Analytical Methods in Geomechanics, 2001
AbstractA two‐parameter model has been proposed previously for predicting the response of laterally loaded single piles in homogenous soil. A disadvantage of the model is that at high Poisson's ratio, unreliable results may be obtained. In this paper, a new load transfer approach is developed to simulate the response of laterally loaded single piles ...
Guo, Wei Dong, Lee, F.
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Research on the response of concrete cavity shear wall under lateral load

The Structural design of tall and special buildings, 2018
The experimental tests were conducted on the common concrete shear wall and the concrete cavity shear walls. Results indicate that the stiffness and ultimate capacity of the cavity shear walls are reduced and the ductility is improved; reasonable ...
Gang Xu, Ai-qun Li
semanticscholar   +1 more source

Effect of Raker Piles in Lateral Load Capacity of Laterally Loaded Pile Group

Soil Behavior and Geomechanics, 2014
Lateral load tests were performed on a raker pile group to determine the lateral load capacity. The behaviour of a pile group subjected to lateral load was studied through laboratory experiments with aluminum pipe pile with outer diameter of 25.4 mm and thickness of 1 mm. In this experimental study, clean river sand was used as a soil medium.
K. Muthukkumaran, B. Aravind Kumar
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Laterally Loaded Piles

1995
Although foundation piles usually have as their main purpose to carry axial loads, they may also be subject to lateral loads. This is especially the case for offshore platforms, which may be loaded by large lateral forces due to wind and water waves. The response of a pile to a lateral load is studied in this chapter.
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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
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Winkler load-transfer analysis for laterally loaded piles

Canadian Geotechnical Journal, 2016
The Winkler modulus for a vertical beam buried in elastic soil is reassessed for the problem of a horizontal loaded pile in the framework of linear elasticity. By matching the integral solution in elastic continuum and the expression with the elastic Winkler modulus, the subgrade modulus of an infinitely long pile embedded into elastic space is ...
Chenrong Zhang, Jian Yu, Maosong Huang
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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.
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