Relevant bibliographies by topics / LATERAL DRIFT

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Academic literature on the topic 'LATERAL DRIFT'

Author: Grafiati
Published: 11 September 2023

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Journal articles on the topic "LATERAL DRIFT"

1

Feng, Xue, Xi-fu Wang, and Dong-fan Xie. "Lateral Drift Behavior Analysis in Mixed Bicycle Traffic: A Cellular Automaton Model Approach." Mathematical Problems in Engineering 2016 (2016): 1–10. http://dx.doi.org/10.1155/2016/7962171.

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Bicycle movements are always associated with lateral drifts. However, the impacts of lateral drift behavior, as well as variable lateral clearance maintaining behavior due to the variation of drift intensity, on mixed bicycle flow are not clear. This paper establishes a new cellular automata model to study typical characteristics of mixed bicycle traffic induced by lateral drift and its accompanying behavior. Based on derived positive correlation between passing speed and drift speed through survey, the occurrence probability of lateral drift and the degree of maintained lateral clearance are both introduced in accordance with the variance of passing speed. Then, in whole density region, firm conformity between simulation results and actual survey data is reached, which has seldom been achieved in previous studies. It is further verified that speed distortions in intermediate and high density region induced by assumption of constant lateral clearance requirements can be revised by introducing its variability characteristics. In addition, two contrastive impacts of lateral drift behavior are observed. That is, it causes speed fluctuation in low density while alleviating the speed fluctuation in relatively high density. These results are expected to be helpful to improve the simulation performance of mixed bicycle flow as well as depict more realistic vehicle-bicycle conflicts and so on.
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2

Jansen, H. "A Pascalian lateral drift sensor." Nuclear Instruments and Methods in Physics Research Section A: Accelerators, Spectrometers, Detectors and Associated Equipment 831 (September 2016): 242–45. http://dx.doi.org/10.1016/j.nima.2016.01.092.

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3

Tan, Qiang, Jun Liang Yuan, and Jin Gen Deng. "Study on the Variations of Corner and Load on Bottom Ball Joint of Deep-Water Drilling Riser." Applied Mechanics and Materials 318 (May 2013): 547–50. http://dx.doi.org/10.4028/www.scientific.net/amm.318.547.

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As the offshore drilling expands to deep water, the influences of bottom ball joint corner and lateral force on drilling security become increasingly significant. During the force analysis, the environmental factors (e.g. wind, sea-flow force, sea ice, etc.) are usually taken into account. Besides, the engineering factors considered in research are top tension ratio and drilling vessel drift. In this paper, a finite element model is established by ANSYS to imitate the force condition of marine riser, so as to analyze the influence laws of top tension ratio and drilling vessel drift rate on marine riser stability (i.e. the corner and lateral force on bottom ball joint ) in Beaufort force scale 3 and 8 windy conditions. The results show that the lateral force increases with the drilling vessel drift rate and top tension ratio accordingly by linear mode. For the same tension increasing extent, the greater the drilling vessel drifts, the more increasing range the lateral force appears. The corner on bottom ball joint has a linear relation with the drilling vessel drift rate similarly. However, the corner on the bottom ball joint demonstrates a non-linear decreasing method as “fast followed by slow” due to the increasing top tension ratio. The research plays a role in the security assurance of sub-sea wellhead in deep-water drilling operation.
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4

Alizadeh, Saeid, Gregory A. MacRae, Des Bull, and George Charles Clifton. "Beam Web-Side-Plate Connection Axial Performance." Key Engineering Materials 763 (February 2018): 174–81. http://dx.doi.org/10.4028/www.scientific.net/kem.763.174.

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A number of beam web side plate connection configurations are analyzed under monotonic axial force. Parameters investigated include (i) gravity loads causing a beam shear up to 60% of the capacity, (ii) column lateral drift, (iii) beam lateral restraint along the length, (iv) packing effect represent the practice when plates do not align perfectly, and (v) cope length. For the analyses conducted, gravity shear forces up to 0.6 times of the cleat plate gross shear capacity, reduced the connection compressive axial strength by up to 15% compared to connections without gravity loads. The connection axial strength varied by 10% with lateral drifts of up to 2% and the increase or decrease depended on the relative directions of drift and axial force. Also, axial strength of double-coped WSP connection decreased linearly with increasing the cope length. Other parameters were found to have less than 2% effect on the web side plate axial strength. A general simple design method to assess axial strength of these connections is proposed.
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5

Sofi, Massoud, Graham Leighton Hutchinson, and Colin Duffield. "Review of Techniques for Predicting the Fundamental Period of Multi-Storey Buildings: Effects of Nonstructural Components." International Journal of Structural Stability and Dynamics 15, no. 02 (2015): 1450039. http://dx.doi.org/10.1142/s0219455414500394.

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The design of lateral load resisting elements of tall buildings in regions of low to moderate seismicity is normally governed by the requirements to meet inter-storey drift limit under wind load. The key objective of the design of tall buildings is to provide adequate lateral stiffness to the buildings to limit their lateral deflections and inter-storey drifts under the lateral load. The current design practice assumes that only the structural skeleton provides lateral resistance against wind load. Although the effects of nonstructural elements on the lateral stiffness are widely acknowledged, the effects are often ignored in the analysis of the buildings. This paper presents a state-of-the-art of review on the effects of nonstructural elements on the lateral deflections and inter-storey drifts of buildings at serviceability limit states. It was found that ignoring the nonstructural elements could significantly underestimate the lateral deflection for certain types of buildings. However, the shape and form of the lateral deflection in the overall building is not significantly affected by the nonstructural elements.
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6

Yin, Yanna, Huiying Wen, Lu Sun, and Wei Hou. "Study on the Influence of Road Geometry on Vehicle Lateral Instability." Journal of Advanced Transportation 2020 (October 7, 2020): 1–15. http://dx.doi.org/10.1155/2020/7943739.

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According to the accident analysis of vehicles in the curve, the skidding, rollover, and lateral drift of vehicles are determined as means to evaluate the lateral stability of vehicles. The utility truck of rear-wheel drive (RWD) is researched, which is high accident rate. Human-vehicle-road simulation models are established by CarSim. Through the orthogonal experiment method, the effects of different road geometries, speed, and interaction factors between road geometries on vehicle lateral stability are studied. In this paper, skidding risk of the vehicle is characterized by the Side-way Force Coefficient (SFC). Rollover risk of the vehicle is characterized by lateral acceleration and the load transfer ratio. Lateral drift risk of the vehicle is characterized by the sideslip angle of wheels. The results of orthogonal analysis reveal that the maximum tire-road friction coefficient and speed are highly significant in skidding of the vehicle. The effects of the combination of horizontal alignment and superelevation on vehicle skidding are important. The effects of horizontal alignment and speed on vehicle rollover risk are highly significant. The effects of superelevation on vehicle rollover risk are significant. The effects of the interaction of horizontal alignment and superelevation are also important on vehicles’ rollover risk. The speed and the maximum tire-road friction coefficient have highly significant effect on the vehicle’s lateral drift. The superelevation has a significant effect on the vehicle’s lateral drift. The effects of the interaction of horizontal alignment and superelevation and longitudinal slope are also important on the lateral drift of the vehicle.
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7

Vestling, L., J. Olsson, and K. H. Eklund. "Drift region optimization of lateral RESURF devices." Solid-State Electronics 46, no. 8 (2002): 1177–84. http://dx.doi.org/10.1016/s0038-1101(02)00016-3.

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8

Šonský, J., H. Valk, J. Huizenga, R. W. Hollander, C. W. E. van Eijk, and P. M. Sarro. "Silicon drift detector with reduced lateral diffusion:." Nuclear Instruments and Methods in Physics Research Section A: Accelerators, Spectrometers, Detectors and Associated Equipment 439, no. 2-3 (2000): 513–18. http://dx.doi.org/10.1016/s0168-9002(99)00939-0.

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9

Waluś, Konrad J. "Experimental Determination of Vehicle Lateral Drift Characteristics under Laboratory Conditions." Applied Mechanics and Materials 232 (November 2012): 836–40. http://dx.doi.org/10.4028/www.scientific.net/amm.232.836.

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Safe driving requires from the driver several visual-mental activities (perception, recognition and decide) and manual activities relating to the implementation of specific movements. Vehicle responding to the given force is subjected a three axial loads that are transferred through the frictional coupling of tire and pavement Generated during the movement, in particular, curvilinear, lateral drift forces act directly on the tire tread and indirectly by steering to the driver. The value of these forces depends on the angle of the lateral drift, motion parameters and surface type. The paper presents results of experimental determination of lateral forces on the drift the running machine with five-component hub.
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10

Sharapov, Dmitriy A., Tesfaldet H. Gebre, and Yusuf M. Ali. "The effect of story drift in a multi-story building under the influence of an earthquake." Structural Mechanics of Engineering Constructions and Buildings 17, no. 3 (2021): 270–77. http://dx.doi.org/10.22363/1815-5235-2021-17-3-270-277.

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This paper content is structure subjected sudden story drift as a result from earthquakes, forming hinges and eventually collapsing. The aim of this paper is to develop building thirty story building for seismic in Khartoum using finite element method (FEM) and the equivalent lateral force (ELF) procedure of American code ASCE 7-16. In current work the thirty-story reinforced concrete building was considered is to analyze the seismic behavior of the reinforced concrete structure to find the drift between the story by finding the maximum displacement from the program that causes the building to collapse, by choosing the shear wall as the support system to resist the lateral load and by looking to model the building inclined to the horizontal plane. Calculations were also made on the drift between the story to compare with the allowable drift. It is implemented in the Robot structural program - an ingenious program for designing and analyzing lateral (seismic) loads.
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