The Effect of Visual Frame of Reference on a Judgement of Plane Stimulus Orientation by Children

Perception ◽  
1978 ◽  
Vol 7 (2) ◽  
pp. 139-149 ◽  
Author(s):  
John M Elliott ◽  
Kevin J Connolly

Three studies are reported with children aged [Formula: see text] to [Formula: see text] years and also with educationally subnormal children, in which it was found that up to about 7 years children's selection of one of a pair of line stimuli as ‘falling over’ is affected by the nature of the visual surround contours provided. Both the form of the stimulus surround and the presence or absence of a baseline tilted 45° relative to the horizontal were found to affect the children's judgements. The plane (horizontal or vertical) in which the stimuli were presented had no effect on the results. It is argued that while the results show the influence of the visual surround on children's comprehension of ‘falling over’, this may not be wholly explicable in terms of surround contour matching, as conventionally correct judgements were obtained in the absence of all straight line contours in the immediate surround.

2004 ◽  
Vol 31 (3-4) ◽  
pp. 265-280 ◽  
Author(s):  
Radovan Bulatovic ◽  
Stevan Djordjevic

This paper considers optimal synthesis of a four-bar linkage by method of controlled deviations. The advantage of this approximate method is that it allows control of motion of the coupler in the four-bar linkage so that the path of the coupler is in the prescribed environment around the given path on the segment observed. The Hooke-Jeeves?s optimization algorithm has been used in the optimization process. Calculation expressions are not used as the method of direct searching, i.e. individual comparison of the calculated value of the objective function is made in each iteration and the moving is done in the direction of decreasing the value of the objective function. This algorithm does not depend on the initial selection of the projected variables. All this is illustrated on an example of synthesis of a four-bar linkage whose coupler point traces a straight line, i.e. passes through sixteen prescribed points lying on one straight line. .


Author(s):  
Emanuela Chiavoni ◽  
Francesca Porfiri ◽  
Gaia Lisa Tacchi

The study presents the very first results of research carried out on the Palazzo dei Tribunali in via Giulia, designed by Bramante but realised only in part. The only fragments that have survived are a few portions of a massive ashlar masonry structure, which characterized the base of the palace. The objective of the research was to carry out an analysis of the site but one that would combine the documentary biblio-iconographic aspect of the study – which would take full account of existing and published articles – with an enquiry based on a direct approach to the site within the metric and perspective-visual frame of reference. This type of analysis can be carried out through direct observation “in situ” and through an integrated digital survey campaign on various levels. This study can be considered an important contribution to the knowledge of the Palazzo and to the documentation of Cultural Heritage.


Sensors ◽  
2020 ◽  
Vol 20 (6) ◽  
pp. 1682 ◽  
Author(s):  
Xiong Zou ◽  
Changshi Xiao ◽  
Wenqiang Zhan ◽  
Chunhui Zhou ◽  
Supu Xiu ◽  
...  

For the navigation of an unmanned surface vehicle (USV), detection and recognition of the water-shore-line (WSL) is an important part of its intellectualization. Current research on this issue mainly focuses on the straight WSL obtained by straight line fitting. However, the WSL in the image acquired by boat-borne vision is not always in a straight line, especially in an inland river waterway. In this paper, a novel three-step approach for WSL detection is therefore proposed to solve this problem through the information of an image sequence. Firstly, the initial line segment pool is built by the line segment detector (LSD) algorithm. Then, the coarse-to-fine strategy is used to obtain the onshore line segment pool, including the rough selection of water area instability and the fine selection of the epipolar constraint between image frames, both of which are demonstrated in detail in the text. Finally, the complete shore area is generated by an onshore line segment pool of multi-frame images, and the lower boundary of the area is the desired WSL. In order to verify the accuracy and robustness of the proposed method, field experiments were carried out in the inland river scene. Compared with other detection algorithms based on image processing, the results demonstrate that this method is more adaptable, and can detect not only the straight WSL, but also the curved WSL.


1971 ◽  
Vol 11 (01) ◽  
pp. 23-37 ◽  
Author(s):  
C. Petrauskas ◽  
P.M. Aagaard

Abstract An improved method is presented for selecting offshore structure design waves by extrapolating historical storm data to obtain extreme value statistics. The method permits flexibility in choice of distribution functions through use of computerized procedures, estimates extrapolated wave-height procedures, estimates extrapolated wave-height uncertainty due to small sample size, and includes criteria for judging whether or not given wave-height values can be represented by one or more of the distributions implemented in the method. The relevance of uncertainty to selection of design-wave heights is discussed and illustrated. Introduction The problem of selecting design-wave heights for offshore platforms has many facets, ranging from the development of oceanographic data to the selection of the prudent level of engineering risk for a particular installation. This paper deals only with part of the problem; it describes an improved method for using the small available amount of wave-height information to estimate the extreme value statistics and associated uncertainties for the large storm waves that have a very low probability of occurrence. probability of occurrence. Hindcast wave-height information for design-wave studies usually covers a period of historical record that is shorter than the return period selected for acceptable engineering risk. Return periods commonly used for selection design waves are 100 years or more, but good meteorological data, on Which the calculated wave heights are based, can rarely be obtained for periods covering more than 50 to 60 years. As a consequence, extrapolations to longer return periods are necessary. Present methods for making the extrapolation employ probablistic models through the use of special probability graph papers on which a family of distribution functions plot as straight lines. The wave heights are plotted vs their "plotting-position" return period, and a straight line fitted to the plotted data is extended beyond the data to estimate extreme wave heights for return periods of interest. The methods are described in periods of interest. The methods are described in numerous technical papers and books; Refs. 1 through 5 are examples. The shortcomings of the present commonly used methods are:the straight line drawn through the data is in most cases visually fit to the data, thus is subject to error; andno information is available on the uncertainty of the resulting extrapolation. These shortcomings have been discussed by many authors and many of their concepts influenced this study. The improved method presented in this paper offers:greater flexibility in the choice of distributions through computerized procedures,guidelines for picking the "best" distribution from several implemented in the method, andprocedures for estimating the uncertainty of procedures for estimating the uncertainty of extrapolated wave heights. CONDENSED CONCLUSIONS Procedures described in this paper for extrapolating hindcast storm-wave heights and estimating uncertainty intervals to the extrapolated values are recommended as aids in selecting the design-wave height. The results of the extrapolating procedure and related uncertainty considerations procedure and related uncertainty considerations are only aids to help the engineer assess the risks associated with his design. The actual selection of the design-wave height is a matter of engineering judgment. The choice is subjective and will vary according to the risk chosen for the design. Further consideration of ways to decrease the span of be uncertainty intervals is warranted. Increasing the number of years represented in the sample along with the number of storms is a direct way to decrease the span. In the areas of the world having poor weather records the sample size will be marginal for many years to come. SPEJ P. 23


1985 ◽  
Vol 63 (11) ◽  
pp. 2507-2515 ◽  
Author(s):  
Robert M. R. Barclay

Habitat use, temporal activity, foraging behaviour, and prey selection of hoary bats (Lasiurus cinereus) and silver-haired bats (Lasionycteris noctivagans) were studied at Delta Marsh, Manitoba. Bat activity was assessed by monitoring echolocation calls with ultrasonic detectors. Prey availability was determined using sticky and Malaise traps and dietary information was obtained from fecal analysis. Both species were active all night and foraged primarily in the lee of a narrow forested ridge. Lasionycteris noctivagans foraged in a manner that indicates that it detects and pursues prey over short distances. These bats fly slowly, are highly manoeuverable, and were commonly observed feeding on swarms of insects in small clearings. They use echolocation calls that support the notion of a short-range foraging strategy and feed opportunistically on whatever insects are available. Lasiurus cinereus, on the other hand, uses a long-range prey detection and pursuit foraging strategy. They fly rapidly along straight line paths in open areas and use echolocation calls designed to detect insects at a distance. The diet consists primarily of large insects (moths, beetles, and dragonflies), but the bats nonetheless feed opportunistically. The foraging strategy likely restricts the availability and profitability of small insects as prey.


This paper is a self-contained sequal to Miller (1970), entitled ‘Periodic forests of stunted trees’. It is concerned with ‘Copses’ and ‘Tessellations’ based on an infinite background of nodes at the vertices of a plane tessellation of unit equilateral triangles, forming either a finite larger equilateral triangle for a copse, or an infinite doubly periodic tessellation otherwise. In any such background the unit triangles form two sets, of opposing orientations. We label the nodes individually with a 1 (called live nodes ) or a 0 (called vacant nodes) in such a way that for the nodes on each triangle of one set with the same orientation the sum of the labels equals 0 (mod 2); the sum round unit triangles of the other orientation is not restricted. The tessellations are obtained by joining by an edge every pair of adjacent live nodes. The purpose of the paper is to study which copses and tessellations exist, and to enumerate them, and to show how they may be constructed and listed. In Miller (1970) this was done for forests, slightly different from tessellations but with an identical theoretical approach. In the present paper we are particularly interested in copses and tessellations with rotational symmetry about each of a lattice of symmetry centres, either with or without reflexive symmetry as well. A copse is determined by a particular vector of node labels along one of its edges: the symmetry studied in the present paper corresponds to having identical vectors along all three edges of the copse. We find a basis for ‘permissible vectors’ yielding such symmetry for each size of copse. A tessellation is determined by an infinite vector of labels-periodic in this investigation-along a straight line of adjacent nodes. This in turn is generated as a series of coefficients by a ‘generating fraction’ of which the denominator is a | generating polynomial’ of finite degree depending on the period. The vector defining a copse of size k + 1, and the minimum polynomial of degree k , generating a tessellation of period n (which will be such that n I2 k -11) turn out to be eigen-vectors (respectively row- and column-vectors) of the same Pascal matrix (consisting of a triangle of binomial coefficients, modulo 2, together with a right bottom half all zeros). These are fully studied. Finally it is known that the product of all irreducible polynomials with coefficients in GF(2) and of degree dividing k is just t 2k + 1. It is shown in this paper that, in a similar fashion, all (suitably-defined) ‘primary’ reflexive polynomials of degree dividing 2 k , themselves divide t 2k+1 +1, and that all 'primary’ rotational polynomials of degree dividing 3 k in a similar way divide either t 2k+1 + 1 or t 2k+1 + t + 1. It is also established that the ‘primary’ polynomials of each type, i.e. all, reflexive, rotational and triangular (both rotational and reflexive) each have the same enumerating function for the respective degrees k , 2 k , 3 k ,and 6 k . We also find that there is only one irreducible triangular polynomial, namely t 2 + t + 1. The various types of copses and polynomials have been enumerated for a number of values of k or n , and likewise rotational and triangular tessellations for those values of n for which they exist. A substantial selection of these tables is given in the paper. A very large number of diagrams have been drawn, and a substantial, and I hope representative, selection reproduced herein.


2010 ◽  
Vol 3 (6) ◽  
pp. 1629-1646 ◽  
Author(s):  
H. K. Roscoe ◽  
M. Van Roozendael ◽  
C. Fayt ◽  
A. du Piesanie ◽  
N. Abuhassan ◽  
...  

Abstract. In June 2009, 22 spectrometers from 14 institutes measured tropospheric and stratospheric NO2 from the ground for more than 11 days during the Cabauw Intercomparison Campaign of Nitrogen Dioxide measuring Instruments (CINDI), at Cabauw, NL (51.97° N, 4.93° E). All visible instruments used a common wavelength range and set of cross sections for the spectral analysis. Most of the instruments were of the multi-axis design with analysis by differential spectroscopy software (MAX-DOAS), whose non-zenith slant columns were compared by examining slopes of their least-squares straight line fits to mean values of a selection of instruments, after taking 30-min averages. Zenith slant columns near twilight were compared by fits to interpolated values of a reference instrument, then normalised by the mean of the slopes of the best instruments. For visible MAX-DOAS instruments, the means of the fitted slopes for NO2 and O4 of all except one instrument were within 10% of unity at almost all non-zenith elevations, and most were within 5%. Values for UV MAX-DOAS instruments were almost as good, being 12% and 7%, respectively. For visible instruments at zenith near twilight, the means of the fitted slopes of all instruments were within 5% of unity. This level of agreement is as good as that of previous intercomparisons, despite the site not being ideal for zenith twilight measurements. It bodes well for the future of measurements of tropospheric NO2, as previous intercomparisons were only for zenith instruments focussing on stratospheric NO2, with their longer heritage.


2012 ◽  
Vol 22 (06) ◽  
pp. 1230019 ◽  
Author(s):  
ROBERTO BARRIO ◽  
FERNANDO BLESA ◽  
SERGIO SERRANO

In experimental and theoretical studies of Dynamical Systems, there are usually several parameters that govern the models. Thus, a detailed study of the global parametric phase space is not easy and normally unachievable. In this paper, we show that a careful selection of one straight line (or other 1D manifold) permits us to obtain a global idea of the evolution of the system in some circumstances. We illustrate this fact with the paradigmatic example of the Lorenz model, based on a global study, changing all three parameters. Besides, searching in other regions, for all the detected behavior patterns in one straight line, we have been able to see that missing topological structures of the chaotic attractors may be found on the chaotic-saddles.


1998 ◽  
Vol 1 (4) ◽  
pp. 265-271 ◽  
Author(s):  
Kirsten L Rennie ◽  
Nicholas J Wareham

AbstractObjective:To review and categorize the problems associated with undertaking physical activity validation studies and to construct a checklist against which any study could be compared.Results:The studies reviewed demonstrated problems in defining the dimension of physical activity that is of interest and in the selection of an appropriate comparison technique. Ideally this should be closely related to the true exposure of interest and assess that exposure objectively and without correlated error from the study instrument in question. In many studies inappropriate comparison methods have been chosen which do not measure the true underlying exposure and which are likely to have correlated error. The choice of study populations, the frame of reference of the exposure measurement and the use of appropriate statistical methods are also problematic areas.Conclusions:There is no ideal measurement instrument or validation study design that is suitable for all situations. However, the checklist in this paper provides a means whereby the appropriateness of studies already undertaken or at the planning stage can be assessed.


Author(s):  
M.L. Ioffe

The theory of gearing, and kinematics in particular, has a long history, in which the names of great mathematicians such as Euler, Huygens, Chebyshev are inscribed. This theory is described in detail in many works, yet insufficient attention is paid to the simply formulated, but difficult to solve problem of selecting equations of curves describing centroids in a flat gearing, in which motion is transmitted with a constant ratio of angular velocities. The existing methods for analyzing the flat gearing are based on the premise about the existence of a center of engagement, the point at which the velocities of the links are equal, and through which the common normal of the centroid passes, that is, on the Willis theorem. This work is based on the assertion that the projections of the velocities of the common point on the common normal are the same. The paper presents the derivation of equations that the equations of curves must satisfy in order to fulfil the condition of constancy of the angular velocities. In general, it is necessary that three unknown functions satisfy four constraints: both curves have a common point (two restrictions), the normals to the curves are parallel at this point, the projections of velocities of the common point on the normal are identical and determined by the angular velocities of the links. As an example, the most common forms of curves are considered: the involute, the epicycloid, and the hypocycloid. It is shown that for the involute all the constraints are satisfied, while the transmission of rotation with a constant gear ratio is impossible when using the epicycloid and the hypocycloid. A variant is considered where the form of only one curve is given, and the form of the second curve is calculated proceeding from the condition of constancy of the gear ratio. As an example, equations are derived where the hypocycloid and the straight line are chosen as the first curve.


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