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31 - 40 of 126 search results for Economics middle test |u:www-mdp.eng.cam.ac.uk where 9 match all words and 117 match some words.

  1. Results that match 2 of 3 words

  2. HPLV103 - Calculation of KI and G thermo elastic 3D for a circular…

    www-mdp.eng.cam.ac.uk/web/CD/engapps/aster_docs/VDocs-HTML/V703103b/V703103b.pdf.html
    analytical. This test contains two modelings 3D. Code_Aster. Version. 8.2. Titrate:. ... For a medium finished, uncertainty on the solution. is unknown. In this test,. =

  3. Note dutilisation of elements TUYAU_ *

    www-mdp.eng.cam.ac.uk/web/CD/engapps/aster_docs/UDocs-HTML/U20202a/U20202a.pdf.html
    Net Modélisation. SEG3, SEG4. SEG3. TUYAU_3M. TUYAU_6M. An example of use is available in the base of tests: case-test SSLL106. ... The case-tests which test the connections are presented on the following table.

  4. Finite elements of voluminal hulls

    www-mdp.eng.cam.ac.uk/web/CD/engapps/aster_docs/RDocs-HTML/R30704b/R30704b.pdf.html
    These two new elements are validated on existing case-tests of plate, and on three new cases. ... tests of hull developed in the documentation of validation and whose main conclusions are.

  5. V301103a. Doc.

    www-mdp.eng.cam.ac.uk/web/CD/engapps/aster_docs/VDocs-HTML/V301103a/V301103a.pdf.html
    buckling of a beam,. eccentricity of the center of torsion,. interest of the test: calculation of the geometrical matrix of rigidity of the elements. ... Aster. find the good critical loads, but in the middle of much of others… for example for.

  6. V301010a. Doc.

    www-mdp.eng.cam.ac.uk/web/CD/engapps/aster_docs/VDocs-HTML/V301010a/V301010a.pdf.html
    Document: V3.01.010. SSLL10 - Gantry with side connections. Summary:. Static test in linear elasticity, being used to validate the elements of right beam. ... m. 4. G. is in the middle of. DA. Another characteristic of the beams not being used for

  7. perltrap - Perl traps for the unwary

    www-mdp.eng.cam.ac.uk/web/CD/engapps/programming/perl/html/perltrap.html
    package test; $_legacy = 1;. package main; print "$_legacy is ",$_legacy,"n";. # ... Assignment of return values from numeric equality tests does not work in perl5 when the test evaluates to false (0).

  8. V604185a. Doc.

    www-mdp.eng.cam.ac.uk/web/CD/engapps/aster_docs/VDocs-HTML/V604185a/V604185a.pdf.html
    Table 3.1-1. To test all the nodes of the bottom of fissure in only once, one tests the min and max values of K. ... 3. 4 3.9. To test all the nodes of the bottom of fissure in only once, one tests the min and max values of K.

  9. HSNA100 - Drying of a concrete enclosing wall

    www-mdp.eng.cam.ac.uk/web/CD/engapps/aster_docs/VDocs-HTML/V720100c/V720100c.pdf.html
    L. Granger, within the framework of its thesis [bib1]. The case test relates to the calculation carried out with the data. ... The test was also carried out on a mesh much coarser (4 elements in the direction.

  10. Relation of behavior of Granger for the clean creep of the concrete

    www-mdp.eng.cam.ac.uk/web/CD/engapps/aster_docs/RDocs-HTML/R70101c/R70101c.pdf.html
    that one would observe during a test without exchange of water with outside. ... uniaxial. The clean creep tests on test-tube reveal the following properties:.

  11. SSNP108 - Concrete element prestressed in compression

    www-mdp.eng.cam.ac.uk/web/CD/engapps/aster_docs/VDocs-HTML/V603108b/V603108b.pdf.html
    The cable crosses the plate horizontally, with middle height, without eccentricity in the thickness. ... QD001001. representing the concrete plate. The component to which the tests relate is.

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