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    <title>NOPR Collection:</title>
    <link>http://nopr.niscpr.res.in/handle/123456789/24161</link>
    <description />
    <items>
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        <rdf:li rdf:resource="http://nopr.niscpr.res.in/handle/123456789/24182" />
        <rdf:li rdf:resource="http://nopr.niscpr.res.in/handle/123456789/24181" />
        <rdf:li rdf:resource="http://nopr.niscpr.res.in/handle/123456789/24180" />
        <rdf:li rdf:resource="http://nopr.niscpr.res.in/handle/123456789/24179" />
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    <dc:date>2026-10-09T12:03:45Z</dc:date>
  </channel>
  <item rdf:about="http://nopr.niscpr.res.in/handle/123456789/24182">
    <title>Transition foundation modulus for the vibration problem of uniform initially stressed simply supported beams on Winkler foundation</title>
    <link>http://nopr.niscpr.res.in/handle/123456789/24182</link>
    <description>Title: Transition foundation modulus for the vibration problem of uniform initially stressed simply supported beams on Winkler foundation
Authors: Rao, G Venkateswara
Abstract: The phenomenon&#xD;
of the existence of a transition foundation stiffness for the buckling problem&#xD;
of a simply supported column on Winkler foundation is well -known. It is also&#xD;
shown that such a phenomenon does not exist for a simply supported beam for the&#xD;
vibration problem. This paper presents a study of the aforementioned phenomenon&#xD;
with respect to a simply supported beam, subjected to an initial axial load,&#xD;
resting on a Winkler Foundation.
Page(s): 92-94</description>
    <dc:date>2003-02-01T00:00:00Z</dc:date>
  </item>
  <item rdf:about="http://nopr.niscpr.res.in/handle/123456789/24181">
    <title>Large amplitude vibrations of slender, uniform beams on elastic foundation</title>
    <link>http://nopr.niscpr.res.in/handle/123456789/24181</link>
    <description>Title: Large amplitude vibrations of slender, uniform beams on elastic foundation
Authors: Rao, G Venkateswara
Abstract: The large&#xD;
amplitude vibrations of slender, uniform beams, with axially immovable ends, on&#xD;
an elastic foundation are described in this paper. The governing differential&#xD;
equation given by&#xD;
&#xD;
Woinowsky-Krieger&#xD;
is generalised to include the effect of the elastic foundation. The space&#xD;
variable in the differential equation is eliminated, by assuming suitable&#xD;
admissible functions in space to represent the simply supported or clamped&#xD;
boundary conditions at the ends, using the standard Galerkin method. The resulting&#xD;
temporal equation is solved by a numerical integration scheme to obtain the&#xD;
linear and nonlinear frequencies for a specific maximum amplitude. The results&#xD;
obtained, in terms of the ratio of the nonlinear frequency to the linear&#xD;
frequency, when the foundation stiffness is zero, agree well with those&#xD;
available in literature. It is observed from the numerical results that the&#xD;
effect of the elastic foundation reduces the nonlinearity for both the simply&#xD;
supported and the clamped beams.
Page(s): 87-91</description>
    <dc:date>2003-02-01T00:00:00Z</dc:date>
  </item>
  <item rdf:about="http://nopr.niscpr.res.in/handle/123456789/24180">
    <title>&lt;span style="font-size:12.0pt;line-height: 115%;font-family:"Times New Roman","serif";mso-fareast-font-family:"Times New Roman"; mso-ansi-language:EN-IN;mso-fareast-language:EN-IN;mso-bidi-language:HI" lang="EN-IN"&gt;Spectro-structural and microscopic studies on solution-grown CdS&lt;sub&gt;1-x&lt;/sub&gt; Te&lt;sub&gt;x&lt;/sub&gt; thin films&lt;/span&gt;</title>
    <link>http://nopr.niscpr.res.in/handle/123456789/24180</link>
    <description>Title: &lt;span style="font-size:12.0pt;line-height: 115%;font-family:"Times New Roman","serif";mso-fareast-font-family:"Times New Roman"; mso-ansi-language:EN-IN;mso-fareast-language:EN-IN;mso-bidi-language:HI" lang="EN-IN"&gt;Spectro-structural and microscopic studies on solution-grown CdS&lt;sub&gt;1-x&lt;/sub&gt; Te&lt;sub&gt;x&lt;/sub&gt; thin films&lt;/span&gt;
Authors: Patil, V B; Shahane, G S; Deshmukh, L P
Abstract: Compositional,&#xD;
structural, microstructural and optical properties of thin films of CdS&lt;sub&gt;1-x&lt;/sub&gt;&#xD;
Te&lt;sub&gt;x&lt;/sub&gt; (0≤ &lt;i&gt;x&lt;/i&gt; ≤1) prepared by the solution-growth technique are&#xD;
reported as a function of &lt;i&gt;x&lt;/i&gt;. The film composition has been determined&#xD;
and compared with the bath composition. A non-linear relation has been found&#xD;
between them. The composites are crystalline in nature and pure CdS and CdTe&#xD;
existed in both hexagonal wurtzite and cubic zinc blende structures. Only&#xD;
wurtzite structure undergoes solid solution in the region 0 ≤ &lt;i&gt;x&lt;/i&gt; ≤ 0.1and&#xD;
0.9 ≤ &lt;i&gt;x&lt;/i&gt; ≤ 1. For 0.1 &lt; &lt;i&gt;x &lt;/i&gt;&lt; 0.9 the films have been composed&#xD;
of the mixed phases of CdS and CdTe. The lattice parameters &lt;i&gt;a&lt;/i&gt; and &lt;i&gt;c &lt;/i&gt;vary&#xD;
with &lt;i&gt;x &lt;/i&gt;following Vegard's law in the solid solution region. The surface&#xD;
topography showed polycrystalline texture with a rough surface and diffused&#xD;
grain structure. Optical studies revealed a high absorption coefficient (10&lt;sup&gt;4&lt;/sup&gt;-10&lt;sup&gt;5&lt;/sup&gt;&#xD;
cm&lt;sup&gt;-l&lt;/sup&gt;) with direct type of transition.
Page(s): 82-86</description>
    <dc:date>2003-02-01T00:00:00Z</dc:date>
  </item>
  <item rdf:about="http://nopr.niscpr.res.in/handle/123456789/24179">
    <title>Preparation of inorganic microfiltration membranes and their characterization</title>
    <link>http://nopr.niscpr.res.in/handle/123456789/24179</link>
    <description>Title: Preparation of inorganic microfiltration membranes and their characterization
Authors: Seshadri, K S; Lal, K B; Kesavamoorthy, R; Muthiah, Pushpa; Selvaraj, M; Krishnasamy, V
Abstract: A stud y on the&#xD;
dynamic growth of titania and zirconia layers on microporous alumina was&#xD;
carried out. The porosity of the membrane layers was estimated from the amount&#xD;
of water content in the pores. The thicknesses of the membrane layers were&#xD;
estimated from the membrane volume, membrane pore volume and the coated area of&#xD;
the support. Results indicated that the porosity of the titania and zirconia&#xD;
membranes were 0.31 and 0.38 respectively and the thickness of the layers as 3&#xD;
micron in a period of 60 min. The membranes were found to be very good to&#xD;
retain suspended panicles.
Page(s): 75-81</description>
    <dc:date>2003-02-01T00:00:00Z</dc:date>
  </item>
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