A new method and system for automatically measuring subgrade layered settlement and lateral displacement

Aim:to propose a technical solution to ensure the lateral stabilization of the vehicle with an electrodynamic suspension. Development of a method for calculating the levitation characteristics of a transport installation with an electrodynamic suspension in the presence of a longitudinal joint in the track. Analysis of the results of theoretical studies. Мaterials and methods: The article used the methods of the electromagnetic field theory, generalized functions, Fourier transform, analytical and numerical methods for determining quadratures. The program for PC was developed in the Fortran language. Result: to ensure lateral stabilization of the vehicle with an electrodynamic suspension, it was proposed to introduce a longitudinal insulating joint into the structure of the track bed. A mathematical model is proposed for this system of electrodynamic suspension in approximation of an infinitely wide track structure of rectangular cross section. A mathematical model is proposed for this system of electrodynamic suspension in approximation of an infinitely wide track structure of rectangular cross section. Numerical integration of these equations was performed by applying the Gauss formula and the Philo method. The results of the calculations allowed us to obtain a number of graphical dependencies of the levitation characteristics on the magnitude of the lateral displacement of the carriage electromagnet from a relatively symmetrical position. Conclusion: thus, the obtained results of the study fully meet the goal of determining the parameters of the side stabilization of the vehicle with an electrodynamic suspension with a track, containing a longitudinal joint under the assumptions made. Comparison of the proposed method with other proposed stabilization methods does not reveal the decisive advantages or disadvantages of the new method. In most cases, its most serious drawback is its low levitation quality. However, it is significantly reduced if the movement of the high speed ground transportation vehicle occurs predominantly at high speed, at which the force of aerodynamic drag prevails over the force of electrodynamic braking. Same relative is and the dignity of the system-high lateral rigidity. The reason for this is that the demands on the lateral stiffness can be quantified only formulated in relation to a particular track HSGT taking into account the timetable and other factors. In fact, the main destabilizing influences in sideways are inertia at motion on component and crosswind. Its role in choosing the stabilization system could play and other tasks the system subsystems HSGT. For example, installing additional stabilizing magnets can make it difficult to escape the passenger compartment from the magnetic field. Plays a role also principle and system design of traction. From the above it is clear that the final choice of the lateral stabilization of the research at this stage would be premature. Proposed and studied in this article a new way to stabilize should be regarded as another possible along with the preceding. The answer to the question on the competitiveness of the new method must be bound to the characteristics of specific trails HSGT. Necessary and further refinement of results associated with the more strict account of edge effect, as well as consideration of the case of uninsulated interface.

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A Drift Pushover Analysis Procedure for Estimating the Seismic Demands of Buildings

Earthquake Spectra ◽

10.1193/030811eqs038m ◽

2014 ◽

Vol 30 (4) ◽

pp. 1601-1618 ◽

Cited By ~ 4

Author(s):

Arash Sahraei ◽

Farhad Behnamfar

Keyword(s):

Lateral Displacement ◽

Plastic Hinge ◽

Pushover Analysis ◽

Time History ◽

Relative Displacement ◽

Analysis Procedure ◽

New Method ◽

Nonlinear Time History Analysis ◽

Displacement Based ◽

Nonlinear Time History

Relative displacement is a parameter that has a very high correlation with damage. The objective of this article is to develop an analysis procedure founded on the displacement-based seismic design methodology. Generalized interstory drift spectrum is applied as an essential tool in this new method called drift pushover analysis. In order to evaluate the behavior of structures, three demand parameters—lateral displacement, story shear, and plastic hinge rotation—are computed with conventional pushover analysis (CPA), modal pushover analysis (MPA), and drift pushover analysis (DPA), and are compared with those of the nonlinear time history analysis (NTA). It is observed that the new method, DPA, predicts the peak response measures more precisely and with less effort than the other nonlinear pushover procedures investigated in this study.

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Experimental investigation into the effect of steel sleeper vertical stiffeners on railway track lateral resistance

Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit ◽

10.1177/0954409715622500 ◽

2016 ◽

Vol 231 (1) ◽

pp. 104-110 ◽

Cited By ~ 4

Author(s):

Jabbar-Ali Zakeri ◽

Roshan Talebi

Keyword(s):

Experimental Investigation ◽

Lateral Displacement ◽

New Method ◽

Railway Track ◽

Experimental Investigations ◽

Lateral Resistance ◽

Ballasted Track ◽

Web Stiffeners

Continuously welded rails are a common remedy to prevent rail defects, including railhead batter, rail cracking or breakage, and lateral displacement of track, among others. However, at curves with a radius of less than 400 m, rail welding is practically impossible due to the lack of track lateral resistance. Therefore, finding a new method to increase the track lateral resistance is necessary to facilitate rail welding, especially on tracks with steel sleepers. This study proposes a new method of increasing the lateral resistance of a ballasted track with steel sleepers by using web stiffeners. The effect of such stiffeners is investigated through a comparison with tracks having regular steel sleepers. The single tie (sleeper) push test is used in this research. The results of the experimental investigations show that the lateral resistance increases by 24, 140, and 203 percent, respectively, with the use of one, two, and three web stiffeners under the steel sleeper compared with a steel sleeper without stiffeners. Thus, the use of two stiffeners is concluded to provide enough lateral resistance in the case of older tracks. Therefore, the welding of rails at tight curves becomes conceivable.

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Selective Sampling and Orientation of Non-Homogeneous Tissues

Proceedings, annual meeting, Electron Microscopy Society of America ◽

10.1017/s0424820100100238 ◽

1968 ◽

Vol 26 ◽

pp. 98-99

Author(s):

C. C. Clawson ◽

L. W. Anderson ◽

R. A. Good

Keyword(s):

Electron Microscopy ◽

Electron Microscope ◽

Light Microscopy ◽

Random Sampling ◽

New Method ◽

Microscope Examination ◽

Small Areas ◽

Selective Sampling ◽

Large Numbers ◽

Specific Orientation

Investigations which require electron microscope examination of a few specific areas of non-homogeneous tissues make random sampling of small blocks an inefficient and unrewarding procedure. Therefore, several investigators have devised methods which allow obtaining sample blocks for electron microscopy from region of tissue previously identified by light microscopy of present here techniques which make possible: 1) sampling tissue for electron microscopy from selected areas previously identified by light microscopy of relatively large pieces of tissue; 2) dehydration and embedding large numbers of individually identified blocks while keeping each one separate; 3) a new method of maintaining specific orientation of blocks during embedding; 4) special light microscopic staining or fluorescent procedures and electron microscopy on immediately adjacent small areas of tissue.

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