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    13th World Congress in Mechanism and Machine Science, Guanajuato, Mxico, 19-25 June, 2011 A11_400

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    Synthesis of a RRSS Linkage for tracking a Two Axis Photovoltaic System

    M M.Vtescu

    *

    I.Via

    D.Diaconescu

    R.Sulescu

    Renewable Energy Systems and RecyclingResearch Centre, Transilvania University of Braov, Romnia

    AbstractUsing and implementing renewable energy

    systems is a prerequisite for insuring a sustainable

    future. The use of solar energy conversion systems has

    many advantages (clean, without by-products and wastes,

    insuring security) but two major drawbacks limit their

    implementation: the high costs and the low efficiency.

    Mechatronics offers viable solutions to these problems,

    especially for photovoltaics by using solar tracking

    mechanical systems. This paper proposes a novel

    solution: a non-adjustable RRSS four bars spatiallinkage, able to perform bi-axial tracking by using a

    single driving element, offering a reliable, functional

    model. The proposed RRSS tracking linkage represents a

    flexible solution, based on a synthesis algorithm which

    allows the optimum dimensional configuration for any

    latitude. The optimised solution also eliminates the

    blocking tendencies of the mechanisms in extreme

    positions.

    Keywords1

    : azimuth tracking, PV system, four bars spatial linkage,

    mono-actuator bi-axial tracking system

    I. Introduction

    An unsolved problem in the solar energy conversionsystems remains the high price and the still low conversionefficiency (lower than 18% in in-field conditions) for

    photovoltaic materials [1]. A viable solution to enhance the

    energetic output of photovoltaic (PV) systems is to providethe PV modules with a mechatronic tracking equipment [2];

    this type of system will contain: (1) a PV solar energy

    converter (the PV module/platform); (2) a mechanical

    structure (e.g. planar linkages [3], spatial linkages [4], [5],

    [6] gears [7]); (3) a driving unit (one or multiple

    motors/actuators); (4) a control panel unit and (5) a sensorunit. The last fifth component is used only for the open-loop

    tracking systems and is not included in the closed-loop

    models [8].The bi-axial tracking systems develop the highest

    tracking efficiencies [3] (over 99%), being able to perform

    both diurnal and elevation movements of the Sun. The on

    market bi-axial tracking solutions use two actuators/motors,

    one for each solar movement.A novel tendency on bi-axial tracking systems design is

    to obtain the bi-axial movement by using a single

    * [email protected] [email protected]@unitbv.rorsaulescu @unitbv.ro

    actuator/motor. Literature mentions two relevant patents,

    published in 2009: a Greek patent [9] (Fig. 1) which

    proposes an azimuth-elevation tracking system where the

    elevation stroke is obtained from the input azimuthmovement; herein the rotational azimuth movement is

    transformed into a vertical translational movement by

    running a pin after a spatial cam profile (Fig. 1).

    Fig. 1. Bi-axial, single-drive solar tracking, Greek patent [9]

    Fig. 2. Bi-axial, single-drive solar tracking, Spanish patent, [10]

    Another 2009 published solution is presented by aSpanish Patent [10] (Fig. 2) which also proposes an

    azimuth-elevation tracking system where the dependent

    elevation stroke results from the input azimuth

    movement, according to a swing arm movement linking

    the PV platform to the ground. For a seasonal adaptationof the elevation movement, the swing arm is equipped

    with a screw length adjusting system (9) and a similar

    device is set to adjust the distance between the swing arm

    foot and the vertical pole.A critical analysis on these two state of the art

    solutions show some weak points:

    mailto:[email protected]:[email protected]
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    The first solution (Fig. 1) relies on a complex

    mechanical structure and has a reduced mechanicalresistance, leading to an unsafe working regime in high

    wind speed conditions. Moreover, the point contact

    between the pin and the spatial cam profile reduces the

    structure stiffness.The second referential solution (Fig. 2) performs a

    twice adjustable tracking movement, according to the on-swing arm and to the on-ground screw adjusting devices;

    therefore, this model is relative complex, hard adjustableand attains a reduced structure stiffness.

    Also, both state of the art solutions do not specify

    any information about a dimensional algorithm or about

    the optimum dimensional ratios.

    To solve these critical aspects, a derived solution is

    proposed to track a PV platform after two axes,

    according to the azimuth model (Fig.3), by using a single

    driving element: a non-adjustable RRSS four bars spatial

    linkage (Fig. 4); the optimal relative dimensions areformulated according to the geo-meteorological features

    of the location where the system is implemented. This

    solution represents a development of a previous

    optimised adjustable tracking linkage [6].

    The structural features and the kinematical synthesis

    of the non-adjustable spatial linkage are furtherpresented, based on an improved variant of the previous

    synthesis algorithm.

    II. The RRSS Linkage for bi-axial, azimuth tracking

    The shift towards the bi-axial mono-actuated solar

    tracking must comply with the following prerequisites:

    increased reliability of the entire system;reduced mechanical complexity of the

    mechanisms;reduced costs of the system.

    These three objectives can be successfully reached by

    a non-adjustableRRSS four bars spatial linkage designed

    to track a PV platform after two axes, according to the

    azimuth model (Fig. 3), by using a single drivingelement. It consists (Fig. 4) of a vertical pole (0) on top

    of which is articulated a fork (1) by a revolute joint

    (R=0;1); a rotating slew drive (1) spins the fork (1) and

    transmits the azimuth motion, *, to the PV platform (2)through a horizontal (A-A) revolute joint (R=1;2). Thus,

    the PV platform (2) follows the sun according to itsazimuth movement, (Fig. 3). A swing arm (3)embodies a mobile connection between the platform (2)and the basis (0) by two theoretical spherical joints (S);

    because the angular capacities of the spherical joints are

    relative small for this application, these are replaced by

    (Fig.4a and b): a bi-mobile Cardan joint between arm (3)and platform (2) and a tri-mobile Cardan joint (3-4-0)

    between arm (3) and the basis (0). Thus, the passive

    mobility of the arm (3), allowed by the two spherical

    joints, is eliminated.

    Fig. 3 The azimuth solar angles () and the corresponding trackingangles (* *) [3]

    a)

    b)

    Fig. 4. a) The 3D embodiment scheme and b) the 3D kinematic schemewith specific parameters for the tracking linkage;

    Therefore, during the angular azimuth displacement

    (*, Fig.4b), the swing arm (3) constrains the platform(2) to perform simultaneously the angular elevation

    displacement, *, (homologue to suns altitudedisplacement, , Fig.3).

    Additionally, the proposed non-adjustable RRSS

    azimuth four bars spatial linkage has no dimension

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    adjusting devices to reduce its stiffness or its tracking

    accuracy.To fulfil the requirementsof a competitive bi-axial,

    mono-actuator, solar tracking system, an optimum

    dimensioning algorithm is developed for the proposed

    non-adjustable RRSS structure, to fit in any chosenterrestrial location. A numerical application is presented

    for Brasov, Romania implementing location (latitude=45.6 N).

    III. The kinematical synthesis prerequisites

    To ensure the efficient functioning of the non-

    adjustable RRSS for azimuth solar tracking linkage, the

    kinematical synthesis was done assuming the Equinox2

    day as a referential solar moment; therefore, the

    transmission angle between the PV platform (2) and theswing arm (3) was imposed to reach its maximum (of

    90o) at the Equinox day noon [6]. Accordingly, the

    motion transmitting function3was deducted. To simplifythe calculations, the number of four unknown dimensions

    (h, r, l, e) (Fig. 4b) was reduced to a number of three

    unknown parameters, defined as ratios:H = h/e; R = r/e;L = l/e [4], [5], [6].

    Fig. 5. The three working angles restricted on the sunset/sunrise

    position:155,235,365, [6]

    The kinematical synthesis of the adjustabletracking

    RRSS linkage [6] started form an input data variation for

    R; then H and L were calculated according to theimposed extreme tracking angle values and the optimum

    dimensions were identified by formulating the conditions

    to avoid blocking.

    2The Spring and the Autumn Equinox days are consider to have similar

    solar characteristics3

    see equations (1) and (2) from the logical scheme

    In the kinematical synthesis of the non-adjustable

    RRSS tracking linkage, all three parameters areunknowns in the beginning and H is calculated according

    to the imposed extreme tracking angle values, while L

    and R are calculated according to the equations, for

    avoiding blocking. Moreover the new algorithm is moreeasily adaptable for any latitude implementing location.

    Further, for insuring a highly reliable tracking, threeblockage avoiding restrictions were imposed, as detailed

    in [6], describing three working angles: 1, 2and 3andtheir extreme allowable values for a non-blocking bi-

    axial, azimuth tracking: 1 55, 2 35, 3 65 aspresented in Fig. 5.

    Thus, considering a referential solar moment [4], [5],

    [6] and imposing the blockage avoidance restrictions [6],an improved synthesis algorithm is developed to calculate

    the optimum dimensions of the non-adjustable spatial

    linkage, for any latitude.

    As result of its simplified mechanical structure of thenon-adjustable RRSS spatial tracking linkage, this new

    algorithm proves to be an improved solution comparing to

    the previous calculations [4], [5], [6].

    IV. Linkage kinematical synthesis developed for a

    given application

    According to the kinematical prerequisites, the on-

    latitude optimum dimensioning algorithm for the non-adjustable tracking linkage can be synthesised in a

    specific input data set and a 5 step calculation process:

    The INPUT data set: for the two axis photovoltaic system

    (Fig. 4) there are given:1.the structural scheme (Fig. 4b) with four unknown

    dimensions (h, r, l, e);2.the motion transmitting law, with the implicit (1) and

    explicit (2) forms (Fig.16);

    3.the angular restrictions for avoiding blocking: theworking angles restrictions(Fig. 5); the corresponding

    equations (3), (4) and (5), given in the logical scheme

    from Fig.16;

    4. The geo-meteorological data for the implementing

    location (the latitude and the annual turbidity factorvariation TR [11])

    5. The extreme angular values which ensure a high

    harvest of the available direct solar radiation on the PVsurface; these values are presented in the logical

    scheme (Fig.16) at point 5 from the input data block.

    The required RESULTS are the H, R, L values, able to

    ensure the highest tracking efficiency while fulfilling theworking angles restrictions and thus developing a safe,

    reliable and energetic efficient solar tracking, for the

    considered location specific conditions. The improvedalgorithm developed for the synthesis of the non-adjustable

    spatial linkage has the following five steps:

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    Step 1 (blocksaefrom Fig.16; Fig. 6a and b):

    H variation is calculated, on each latitude, considering

    the relevant values for *m; then, H variation for the locationlatitude () is selected. A family of unchecked4H curves isobtained as in Fig.6a; for an increased calculation accuracy,

    from the previous curve family (Fig.6a) a single variation

    curve is extracted (Fig.6b) for the considered latitude

    (=45.6 lat N).

    a)

    b)

    Fig. 6. a) the variation curves of H (H-unchecked) for the entire latitudedomain (0-90) while the sunrise/sunset elevation angle (*m)

    variation is considered; b) the single variation curve of H as a function

    of *m for Brasov, Romania latitude (= 45,6lat. N)

    Step 2 (blocksfhfrom Fig. 16; Fig. 7):

    The ideal value of 1forthe Spring Equinox noon is1 = 0, allowing to obtain the maximum transmissionangle. To cover an enlarged and a more relevant domain

    of solutions, 1willbe assigned with the following values|1| = {15; 10; 5; 0}; for each discreet value of |1| acorresponding L = L (*m) value is calculated,considering each relevant set of values obtained on Step

    1. Thus, an unchecked2 family of curves is obtained for

    the L ratio (Fig.7).

    Step 3 (blocks i...kform Fig. 16; Fig. 8):

    To insure a large and relevant domain of solutions,

    |3| is assigned with the following values: 65, 60 and55 respectivelly; for each discreet value of |3|, R = R(*m) values are calculated for each (H, L) pair obtainedin Steps 1 and 2. Thus the unchecked2curve families for

    R ratio are obtained, as in Fig.8.

    4Due to the fact that these values are not yet verified according to the

    blockage avoiding conditions

    Fig. 7. The variation curves for L as a function of *m , whenconsidering three discrete values for|1M| = 0; 5; 10; 15, for Brasov,

    Romania (= 45,6lat. N)

    Fig. 8. The three families of R-curves, for each |3m| = 65, 60and 55,described as functions of *m, while considering three discrete valuesfor|1M| = 0; 5; 10; 15, for Brasov, Romania (= 45,6lat. N)

    Step 4 (blocks lmfrom Fig. 16; Figs. 9, 10, 11, 12, 13):The restrictions for avoiding blockage are verified for

    all pairs (H, L, R, *m) developed in the previous Steps.

    Thus. the H, L and R validated solutions are selected,

    from the initial set of solutions obtained in Steps 1, 2 and3, as presented in Figs. 9, , 13.

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    .Fig. 9. The H-curve solutions (red) lapped over the initial H-curve

    (blue) for *m(030) considering = 45,6lat. N

    Fig. 10.The L-curves solutions (continuous line) lapped over the init ialL-curves (dashed) for *m(030), calculated for 1M={0, 5, 10,15}; the marked solutions correspond to the discrete values for *m=

    {15, 16, 18, 20, 22, 24, 26, 28, 30}, for = 45,6lat. N

    Step 5 (blocksnqfrom Fig. 16; Figs. 14, 15; Table 1):

    The energy calculation is done for each pair obtained

    during the previous step, to identifythe optimum solution,leading to the highest tracking efficiency, along with the

    most reliable working conditions (155, 235, 365). As result, 12 curves are obtained, corresponding toeach restriction imposed on 1 and 3 (Fig. 14).

    The optimum (H, L, R, *m) is the one thatsimultaneously reaches a high tracking efficiency along

    with the most reliable conditions for avoiding blockage

    (Table 1).

    Fig. 11. The R-curves solutions (continuous line) lapped over the initial

    R-curves (dashed line) for *m(030), calculated for each 1M={0,5, 10, 15}, while considering 365; the marked solutions

    correspond to the discrete values of *m= {15, 16, 18, 20, 22, 24,26, 28, 30}, for = 45,6lat. N

    Fig. 12. The R-curves (continuous line) lapped over the initial R-curves

    for *m(030) variation, calculated for each 1M={0, 5, 10,15}, while considering 360; the marked solutions correspond to

    the discrete values of *m= {15, 16, 18, 20, 22, 24, 26, 28,30}, for = 45,6lat. N

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    To implement this 5-steps algorithm, a logical

    scheme has been developed and numerical simulationswere done for a particular implementing location:

    Brasov, Romania; 45,6 lat. N; annual specific turbidityvalue: TR= 3 [11].

    *m 22H 3,2893

    L(1 M=15) 1,5869R(1 M=15; 3m=55) 2,5659

    2[] 50.94Tracking efficiency 96,05 %

    TABLE 1. The optimum dimensional parameters H, R and L calculated

    according to the 5 steps synthesis algorithm, for = 45,6lat. N (Fig. 16)

    The optimum solution is chosen for insuring the safestblockage avoiding restrictions and also a high tracking

    efficiency. For the case study investigated, the optimum

    solution reaches the following specific values: 1M = 15(55), 2M= 50,94(35), 3m= 55(65),m = 22, M =45 and a corresponding tracking efficiency of 96,05 %(Table 1).

    Fig. 13.The R-curves of solutions (continuous line) lapped over theinitial R-curves for *m(030), calculated for each 1M= {0, 5,

    10, 15}, while considering 355; the marked solutionscorrespond to the discrete values for *m = {15, 16, 18, 20, 22, 24,

    26, 28, 30}, for = 45,6lat. N

    a)

    b)

    Fig. 14. The tracking efficiency of the tracking mechanism according to

    the discrete solutions H, R, L, for = 45,6lat. N

    The results of the numerical simulations, for each

    step of the algorithm, are reported through exemplifying

    graphs (Figs. 6 15). The calculations along the logicalscheme of the synthesis algorithm up to block o) leads to a

    large domain of solutions.

    Fig. 15. a) The step variations of * and * along with the continuousvariationsand and b) the available solar radiation (curve B) and the

    solar radiation received by the module (curve B PV) when using the

    tracking mechanism, during the Spring Equinox, for = 45,6lat. N

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    START

    INPUT DATA:

    1. the structural scheme of a bi-axial, mono-actuated, four bars, spatial azimuth type tracking linkage(Fig. 4),with four unknown dimensions (h, r, l , e)

    2. The motion transmitting law generating the elevation movement * by the independent azimuth (daily)movement * (Fig. 4b):

    Implicit form: ( ) 0coscossin2 (1)2222*** =++ herlher

    Explicit form:

    ++

    = cb

    cbaa 2221*tan2 (2)

    Where:e

    ra ;

    *cos2

    =

    2

    2

    e

    rhb

    = ;

    2

    222

    e

    ehrc

    + (2), (2), (2)+=

    3. The geometrical conditions imposed to the mechanism for avoiding blocking:For the working angle 1 (1, Fig. 5):

    = 55

    coscossincos||

    *1

    1L

    H (3)

    For the working angle 2 (2, Fig. 5):

    o35*sin

    cos|| 12

    =

    L

    (4)

    For the working angle 3 (3, Fig. 5):

    o65*cos

    cos|| 13

    =

    L

    RH (5)

    4. The geographic and meteorological data, in the implementing location: latitude and monthly variation ofthe turbidity factor TR[11];

    5. The extreme angular values which ensures a convenient tracking efficiency, using as reference the valuesfrom the Equinox day (Spring or Autumn): *m = 90o; *M = 0o; *M = (90o- ) and *m =0o... 0,7*M,where: M indicates the noon moment and m indicates the sunrise/sunset moment

    OUTPUT DATA:

    The values for the reduced dimensions:H h/e, R r/e, L l/e insuring, for any chosen implementinglocation:

    a)high efficiency for the direct solar radiation harvest on the PV platform;b)avoiding blocking;c)high reliability considering the working angles restrictions and a minimum overall size.

    Step I:

    H curves calculation, according to equation (6), as a variation of the latitude value (), for the specific discretevalues of the PV platform sunrise/sunset elevation angle: *m= *mi= (i-1)5, with i = 1, 2, 3, ..., ~0,7*M/5.Equation (6) is deducted from equation (1) in which the numerical values for *m i *M are set in direct correlationwith the implementing location latitude value :

    Mm

    mmMMH

    **

    ****

    coscos

    cossincossin)(

    = (6)

    a

    b

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    A family of curves Hi (, *mi) (Fig. 6a)

    The family of curves Hi graph is crossed with a vertical which corresponds to the implementing

    latitude value(for the numerical example: = 45,6 N ) (Fig. 6a)

    The continuous variation H = H (*m), for the chosen latitude (for thenumerical example: = 45,6 N ),without considering the blockage avoiding

    Curves L = L (*m),corresponding to the minimum considered values for |1| = 15; 10; 5; 0,without considering the blockage avoiding tendencies restrictions (Fig. 7)

    A (H, L) pair of numerical values, each coresponding to one of the discrete considered values

    for without considering the blockage avoiding tendencies restrictions *m

    R = R (*m) curves, corresponding to |3| = 65; 60; 55, without considering theblockage avoiding tendencies restrictions (Fig. 8)

    Step III:

    R = R (*m) is calculated according to equation (5), for each previously obtained pair (H, L); equation

    (5) is deducted form (5), by imposing |3| = 65; 60; 55:

    m

    m

    LHR

    *cos

    cos)*( 3

    = (5)

    A triplet solution (H, L, R), for each considered discrete value *mwithout considering the blockage avoiding tendencies restrictions

    c

    d

    e

    f

    g

    h

    i)

    j)

    k)

    Step II:

    Calculation of L = L (*m) for each previous registered values H (*m), according to equation (3), where(3) is deducted from equation (3), considering |1 | = 15; 10; 5; 0:

    1

    *

    cos

    coscossin)*(

    MMML m

    H =

    (3)In which *M= (for the Spring/Autumn Equinox day) and *M =0(noon)

    NOT

    accomplished

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    Are

    accomplished

    NOT

    accomplished

    Step IV:

    The checking calculations, for each solution (H, L, R, *m),

    concerning the accomplishment of the working restrictions:

    155, 235, 365

    l

    m

    n

    o

    p

    q

    Step V:The tracking efficiency value is calculated for each previously obtained solution (H, L, R, *m), define as a

    ratio between the annual harvest of direct solar radiation energy on the PV surface (EB.PV) and the available

    direct solar radiation energy (EB.S) [6], while imposing an hourly stepwise tracking program for PV platformsazimuth stroke *, maintaining an equal variation to the left, to the right, up and beyond from the solar ray

    variation curve (see Fig. 15):

    = EB.PV/ EB.S (7)

    = dtBE PVBPVB .. , *)]cos(*coscos*sin.[sin += sBPV B (Fig. 15 b) (7)= dtBE SBSB .. ,

    +

    +=sin4,99,0

    Texp)]72,2N.9856,0cos(0334,01.[1367B (Fig. 15 b) [12] (7)RS

    In which :

    N number of the day in the year;

    Tr =3 the annual constant value of the turbidity factor, specific for Brasov, Romaniageographical area [11];

    solar ray elevation angle (Fig. 3);* PV platform elevation angle, o tracked according to the RRSS quadrilateral spatial linkage

    described in Fig.15 a., according to equation (2);

    solar ray azimuth angle (Fig. 3);* PV platform azimuth angle, described through a step curve which approximates the

    continuous variation of the solar ray azimuth (Fig. 15 a).

    A set of solutions (H, L,R, *m)which ensures the accomplishment of the extreme

    tracking angles, specific for the chosen implementing location and which ensures theavoidance of the blocking tendencies (Figs. 9, 10, 11, 12, 13)

    The tracking efficiency values for each pair of solutions (H, L, R, *m) previous

    obtained, for the considered location (herein: Brasov, Romania) (Fig. 14.)

    The optimum solution (H, L, R,*m) (Table 1)

    STOP

    The analysis and the comparison of the previous obtained solutions (H, L, R, *m) to identify the set that

    ensures the safest functioning conditions along with the highest tracking efficiency value.

    Fig. 16. The on-latitudes dimensioning algorithm for the azimuth, non-adjustable RRSS spatial tracking l inkage, based on

    the blockage avoiding tendencies restrictions

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    Fig. 17. The 3D RRSS PV azimuth tracking linkage modeled

    according to the optimum dimensioning algorithm, for Brasov

    Romania (= 45,6lat. N), on its noon position, with a detailed viewon the Cardan transmission swing arm

    The numerical simulations results showed that, for

    Brasov, Romania (= 45,6lat. N, TR= 3 [11]), the bi-axial mono-actuated non-adjustable RRSS linkage has atracking efficiency of 96,05% (Table 1), with only 3%

    lower than that the bi-axial, double-actuated tracking

    systems [13].

    A 3D model was built according to the obtainedvalues (Table 1) as shown in Fig. 17.

    V. Conclusions

    This paper proposes a non-adjustable RRSS four

    bars spatial linkage for PV solar tracking, following the

    need to develop low-cost, highly efficient systems withreduced complexity.

    The model represents the improved variant of a

    previous adjustable RRSS spatial linkage, designed for abi-axial, mono-actuator azimuth tracking.

    A new, simplified synthesis algorithm is developed,

    based on the R (known) variation and on the imposed

    extreme tracking angles values.

    To obtain more accurate and relevant solutions, the

    new synthesis algorithm considers all three parameters(H, R, L) as unknowns and solves their equations

    considering the restrictions for avoiding the mechanism

    blockage. The results are the H, R, L ratios, leading tothe optimum dimensions: h, r, l, e.

    A case study, develop for the Brasov, Romania

    location showed that the proposed mechanisms allows

    obtaining a tracking efficiency of 96 %, with only 3%

    lower compared to the much complex bi-axial, bi-mobiletracking systems.

    These conclude that the proposed non-adjustable

    RRSS four bars spatial linkage represents a qualitative,

    competitive and on all latitudes adaptable solution.

    References

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    Generation, Springer, Berlin, Germany, 2005;[2] G. Boyle. Renewable Energy power for a sustainable future, (2nd

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    Radiance of the PV Panel Orientated by Azimuthal Trackers,

    COMEC - The 2nd International Conference ComputationalMechanics and Virtual Engineering, Brasov, Romania, October2007, p. 25-30, ISBN 978-973-598-117-4;

    [4] D. Diaconescu, I. Via, M.M.Vtescu, I. Hermenean, R.Sulescu. Synthesis of a Bi-Axial Tracking Spatial Linkage with aSingle Actuator. Proceedings of SYROM 2009, Springer

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