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<title>Volume 5, Issue 1 (2021) | International Journal of Structural Glass and Advanced Materials Research</title>
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    <title><![CDATA[Building Design Rule for Glass Structures by Persian Curve]]></title>
    <link>https://thescipub.com/sgamr/sgamrsp.2021.1.13</link>
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        <![CDATA[<p>International Journal of Structural Glass and Advanced Materials Research, Published online: 16 January 2021; <a href="https://thescipub.com/sgamr/sgamrsp.2021.1.13">doi:10.3844/sgamrsp.2021.1.13</a></p>Glass is being increasingly used as a structural material. Its favorable aesthetic qualities have made it popular with modern designers. Recently glass is used for major structural elements such as be...]]></content:encoded>
    <dc:title><![CDATA[Building Design Rule for Glass Structures by Persian Curve]]></dc:title><dc:creator>Abdolrasoul  Ranjbaran</dc:creator><dc:creator>Mohammad  Ranjbaran</dc:creator><dc:creator>Fatema  Ranjbaran</dc:creator><dc:identifier>doi:10.3844/sgamrsp.2021.1.13</dc:identifier>
    <dc:source>International Journal of Structural Glass and Advanced Materials Research, Published online: 2021-01-16; | doi:10.3844/sgamrsp.2021.1.13</dc:source>
    <dc:date>2021-01-16</dc:date>
    <prism:publicationName>Science Publications</prism:publicationName>
    <prism:doi>10.3844/sgamrsp.2021.1.13</prism:doi>
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    </item><item rdf:about="https://thescipub.com/sgamr/sgamrsp.2021.14.28">
    <title><![CDATA[Experimental and Numerical Analysis of Continuously Coupling Timber-Lightweight EPS Concrete Composite System]]></title>
    <link>https://thescipub.com/sgamr/sgamrsp.2021.14.28</link>
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        <![CDATA[<p>International Journal of Structural Glass and Advanced Materials Research, Published online: 2 February 2021; <a href="https://thescipub.com/sgamr/sgamrsp.2021.14.28">doi:10.3844/sgamrsp.2021.14.28</a></p>A composite system based on concrete and timber represents a very successful engineering solution in the process of optimization of construction. Nowadays, by combining different timber products and c...]]></content:encoded>
    <dc:title><![CDATA[Experimental and Numerical Analysis of Continuously Coupling Timber-Lightweight EPS Concrete Composite System]]></dc:title><dc:creator>Nikola  Perković</dc:creator><dc:creator>Vlatka  Rajčić</dc:creator><dc:creator>Jure  Barbalić</dc:creator><dc:identifier>doi:10.3844/sgamrsp.2021.14.28</dc:identifier>
    <dc:source>International Journal of Structural Glass and Advanced Materials Research, Published online: 2021-02-02; | doi:10.3844/sgamrsp.2021.14.28</dc:source>
    <dc:date>2021-02-02</dc:date>
    <prism:publicationName>Science Publications</prism:publicationName>
    <prism:doi>10.3844/sgamrsp.2021.14.28</prism:doi>
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    </item><item rdf:about="https://thescipub.com/sgamr/sgamrsp.2021.29.37">
    <title><![CDATA[Demonstration of the Structural Resiliency of Damaged Sentryglas Laminated Heat Strengthened Glass Fins in Full Scale Testing]]></title>
    <link>https://thescipub.com/sgamr/sgamrsp.2021.29.37</link>
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        <![CDATA[<p>International Journal of Structural Glass and Advanced Materials Research, Published online: 11 February 2021; <a href="https://thescipub.com/sgamr/sgamrsp.2021.29.37">doi:10.3844/sgamrsp.2021.29.37</a></p>A unique structural design was made for the glass façade of the Co-Creation Center building in Delft. The roof is completely carried by the glass fins. The fins are laterally stabilized by being incl...]]></content:encoded>
    <dc:title><![CDATA[Demonstration of the Structural Resiliency of Damaged Sentryglas Laminated Heat Strengthened Glass Fins in Full Scale Testing]]></dc:title><dc:creator>Fred  Veer</dc:creator><dc:creator>Diana  de Krom</dc:creator><dc:creator>Rob  Nijsse</dc:creator><dc:identifier>doi:10.3844/sgamrsp.2021.29.37</dc:identifier>
    <dc:source>International Journal of Structural Glass and Advanced Materials Research, Published online: 2021-02-11; | doi:10.3844/sgamrsp.2021.29.37</dc:source>
    <dc:date>2021-02-11</dc:date>
    <prism:publicationName>Science Publications</prism:publicationName>
    <prism:doi>10.3844/sgamrsp.2021.29.37</prism:doi>
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    </item><item rdf:about="https://thescipub.com/sgamr/sgamrsp.2021.38.40">
    <title><![CDATA[Volume 4: Face-to-Face with SGAMR-2020 Awardees]]></title>
    <link>https://thescipub.com/sgamr/sgamrsp.2021.38.40</link>
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        <![CDATA[<p>International Journal of Structural Glass and Advanced Materials Research, Published online: 15 February 2021; <a href="https://thescipub.com/sgamr/sgamrsp.2021.38.40">doi:10.3844/sgamrsp.2021.38.40</a></p>]]></content:encoded>
    <dc:title><![CDATA[Volume 4: Face-to-Face with SGAMR-2020 Awardees]]></dc:title><dc:creator>Chiara  Bedon</dc:creator><dc:creator>Mario  D’Aniello</dc:creator><dc:creator>Flavio  Stochino</dc:creator><dc:identifier>doi:10.3844/sgamrsp.2021.38.40</dc:identifier>
    <dc:source>International Journal of Structural Glass and Advanced Materials Research, Published online: 2021-02-15; | doi:10.3844/sgamrsp.2021.38.40</dc:source>
    <dc:date>2021-02-15</dc:date>
    <prism:publicationName>Science Publications</prism:publicationName>
    <prism:doi>10.3844/sgamrsp.2021.38.40</prism:doi>
    <prism:url>https://thescipub.com/sgamr/sgamrsp.2021.38.40</prism:url>
    </item><item rdf:about="https://thescipub.com/sgamr/sgamrsp.2021.41.67">
    <title><![CDATA[Seismic and Thermal Retrofitting of Masonry Buildings with Fiber Reinforced Composite Systems: A State of the Art Review]]></title>
    <link>https://thescipub.com/sgamr/sgamrsp.2021.41.67</link>
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        <![CDATA[<p>International Journal of Structural Glass and Advanced Materials Research, Published online: 22 February 2021; <a href="https://thescipub.com/sgamr/sgamrsp.2021.41.67">doi:10.3844/sgamrsp.2021.41.67</a></p>Old masonry buildings represent the largest part of traditional constructions. Generally, they are both seismically vulnerable and thermally dispersive. Therefore, the need for seismic and thermal ret...]]></content:encoded>
    <dc:title><![CDATA[Seismic and Thermal Retrofitting of Masonry Buildings with Fiber Reinforced Composite Systems: A State of the Art Review]]></dc:title><dc:creator>Arnas  Majumder</dc:creator><dc:creator>Flavio  Stochino</dc:creator><dc:creator>Fernando  Fraternali</dc:creator><dc:creator>Enzo  Martinelli</dc:creator><dc:identifier>doi:10.3844/sgamrsp.2021.41.67</dc:identifier>
    <dc:source>International Journal of Structural Glass and Advanced Materials Research, Published online: 2021-02-22; | doi:10.3844/sgamrsp.2021.41.67</dc:source>
    <dc:date>2021-02-22</dc:date>
    <prism:publicationName>Science Publications</prism:publicationName>
    <prism:doi>10.3844/sgamrsp.2021.41.67</prism:doi>
    <prism:url>https://thescipub.com/sgamr/sgamrsp.2021.41.67</prism:url>
    </item><item rdf:about="https://thescipub.com/sgamr/sgamrsp.2021.68.81">
    <title><![CDATA[Development of a Reliable Failure Assessment Diagram by Persian Curve]]></title>
    <link>https://thescipub.com/sgamr/sgamrsp.2021.68.81</link>
    <content:encoded>
        <![CDATA[<p>International Journal of Structural Glass and Advanced Materials Research, Published online: 9 April 2021; <a href="https://thescipub.com/sgamr/sgamrsp.2021.68.81">doi:10.3844/sgamrsp.2021.68.81</a></p>A conventional tool for assessing the integrity of structures containing flaws is, the Failure Assessment Diagram (FAD). The (FAD) is a combination of the limiting conditions for load, the flaw size a...]]></content:encoded>
    <dc:title><![CDATA[Development of a Reliable Failure Assessment Diagram by Persian Curve]]></dc:title><dc:creator>Abdolrasoul  Ranjbaran</dc:creator><dc:creator>Mohammad  Ranjbaran</dc:creator><dc:creator>Fatema  Ranjbaran</dc:creator><dc:identifier>doi:10.3844/sgamrsp.2021.68.81</dc:identifier>
    <dc:source>International Journal of Structural Glass and Advanced Materials Research, Published online: 2021-04-09; | doi:10.3844/sgamrsp.2021.68.81</dc:source>
    <dc:date>2021-04-09</dc:date>
    <prism:publicationName>Science Publications</prism:publicationName>
    <prism:doi>10.3844/sgamrsp.2021.68.81</prism:doi>
    <prism:url>https://thescipub.com/sgamr/sgamrsp.2021.68.81</prism:url>
    </item><item rdf:about="https://thescipub.com/sgamr/sgamrsp.2021.82.114">
    <title><![CDATA[Experimental Comparison of the Known Hypotheses of the Lateral Buckling for Semi-Slender Pinned Columns]]></title>
    <link>https://thescipub.com/sgamr/sgamrsp.2021.82.114</link>
    <content:encoded>
        <![CDATA[<p>International Journal of Structural Glass and Advanced Materials Research, Published online: 14 April 2021; <a href="https://thescipub.com/sgamr/sgamrsp.2021.82.114">doi:10.3844/sgamrsp.2021.82.114</a></p>The paper presents the comparison of experimental results obtained from tests on semi-slender columns with pinned ends made of steel R35 to simplifications and hypotheses of loss of stability by later...]]></content:encoded>
    <dc:title><![CDATA[Experimental Comparison of the Known Hypotheses of the Lateral Buckling for Semi-Slender Pinned Columns]]></dc:title><dc:creator>Krzysztof  Murawski</dc:creator><dc:identifier>doi:10.3844/sgamrsp.2021.82.114</dc:identifier>
    <dc:source>International Journal of Structural Glass and Advanced Materials Research, Published online: 2021-04-14; | doi:10.3844/sgamrsp.2021.82.114</dc:source>
    <dc:date>2021-04-14</dc:date>
    <prism:publicationName>Science Publications</prism:publicationName>
    <prism:doi>10.3844/sgamrsp.2021.82.114</prism:doi>
    <prism:url>https://thescipub.com/sgamr/sgamrsp.2021.82.114</prism:url>
    </item><item rdf:about="https://thescipub.com/sgamr/sgamrsp.2021.115.133">
    <title><![CDATA[Glass Strength for Impact and Blast Loading]]></title>
    <link>https://thescipub.com/sgamr/sgamrsp.2021.115.133</link>
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        <![CDATA[<p>International Journal of Structural Glass and Advanced Materials Research, Published online: 7 May 2021; <a href="https://thescipub.com/sgamr/sgamrsp.2021.115.133">doi:10.3844/sgamrsp.2021.115.133</a></p>Glass strength is highly influenced by strain rate. This material behaviour is well known in structural glass design and implemented in various standards. The strength of architectural glass is determ...]]></content:encoded>
    <dc:title><![CDATA[Glass Strength for Impact and Blast Loading]]></dc:title><dc:creator>Matthias  Förch</dc:creator><dc:creator>Frank  Wellershoff</dc:creator><dc:identifier>doi:10.3844/sgamrsp.2021.115.133</dc:identifier>
    <dc:source>International Journal of Structural Glass and Advanced Materials Research, Published online: 2021-05-07; | doi:10.3844/sgamrsp.2021.115.133</dc:source>
    <dc:date>2021-05-07</dc:date>
    <prism:publicationName>Science Publications</prism:publicationName>
    <prism:doi>10.3844/sgamrsp.2021.115.133</prism:doi>
    <prism:url>https://thescipub.com/sgamr/sgamrsp.2021.115.133</prism:url>
    </item><item rdf:about="https://thescipub.com/sgamr/sgamrsp.2021.134.194">
    <title><![CDATA[Technical Buckling, Stress and Strain Simplified Analysis of Semi-Slender Thin-Walled Cylindrical Pinned Column]]></title>
    <link>https://thescipub.com/sgamr/sgamrsp.2021.134.194</link>
    <content:encoded>
        <![CDATA[<p>International Journal of Structural Glass and Advanced Materials Research, Published online: 27 May 2021; <a href="https://thescipub.com/sgamr/sgamrsp.2021.134.194">doi:10.3844/sgamrsp.2021.134.194</a></p>The stability of load-bearing members is a challenging issue for designers. The avoidance of possible stability troubles is a mandatory step of the overall design process. The paper presents and discu...]]></content:encoded>
    <dc:title><![CDATA[Technical Buckling, Stress and Strain Simplified Analysis of Semi-Slender Thin-Walled Cylindrical Pinned Column]]></dc:title><dc:creator>Krzysztof  Murawski</dc:creator><dc:identifier>doi:10.3844/sgamrsp.2021.134.194</dc:identifier>
    <dc:source>International Journal of Structural Glass and Advanced Materials Research, Published online: 2021-05-27; | doi:10.3844/sgamrsp.2021.134.194</dc:source>
    <dc:date>2021-05-27</dc:date>
    <prism:publicationName>Science Publications</prism:publicationName>
    <prism:doi>10.3844/sgamrsp.2021.134.194</prism:doi>
    <prism:url>https://thescipub.com/sgamr/sgamrsp.2021.134.194</prism:url>
    </item><item rdf:about="https://thescipub.com/sgamr/sgamrsp.2021.195.225">
    <title><![CDATA[Exploratory Study on the Fracture Resistance of Cast Glass]]></title>
    <link>https://thescipub.com/sgamr/sgamrsp.2021.195.225</link>
    <content:encoded>
        <![CDATA[<p>International Journal of Structural Glass and Advanced Materials Research, Published online: 4 June 2021; <a href="https://thescipub.com/sgamr/sgamrsp.2021.195.225">doi:10.3844/sgamrsp.2021.195.225</a></p>The emerging interest in the architectural applications of cast glass components reveals a knowledge gap on the mechanical properties of cast glass. Apart from its chemical composition, cast glass is ...]]></content:encoded>
    <dc:title><![CDATA[Exploratory Study on the Fracture Resistance of Cast Glass]]></dc:title><dc:creator>Telesilla  Bristogianni</dc:creator><dc:creator>Faidra  Oikonomopoulou</dc:creator><dc:creator>Fred  Veer</dc:creator><dc:creator>Rob  Nijsse</dc:creator><dc:identifier>doi:10.3844/sgamrsp.2021.195.225</dc:identifier>
    <dc:source>International Journal of Structural Glass and Advanced Materials Research, Published online: 2021-06-04; | doi:10.3844/sgamrsp.2021.195.225</dc:source>
    <dc:date>2021-06-04</dc:date>
    <prism:publicationName>Science Publications</prism:publicationName>
    <prism:doi>10.3844/sgamrsp.2021.195.225</prism:doi>
    <prism:url>https://thescipub.com/sgamr/sgamrsp.2021.195.225</prism:url>
    </item><item rdf:about="https://thescipub.com/sgamr/sgamrsp.2021.226.233">
    <title><![CDATA[Parametric Study to Maximize the Useful Life of Reinforced Concrete Columns]]></title>
    <link>https://thescipub.com/sgamr/sgamrsp.2021.226.233</link>
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        <![CDATA[<p>International Journal of Structural Glass and Advanced Materials Research, Published online: 8 June 2021; <a href="https://thescipub.com/sgamr/sgamrsp.2021.226.233">doi:10.3844/sgamrsp.2021.226.233</a></p>The current scenario of structural engineering is guided by the growing ecological concern and constant search for efficient and economic structural solutions. In this sense, aspects related to the du...]]></content:encoded>
    <dc:title><![CDATA[Parametric Study to Maximize the Useful Life of Reinforced Concrete Columns]]></dc:title><dc:creator>Tamires L. Mezzomo</dc:creator><dc:creator>Moacir  Kripka</dc:creator><dc:identifier>doi:10.3844/sgamrsp.2021.226.233</dc:identifier>
    <dc:source>International Journal of Structural Glass and Advanced Materials Research, Published online: 2021-06-08; | doi:10.3844/sgamrsp.2021.226.233</dc:source>
    <dc:date>2021-06-08</dc:date>
    <prism:publicationName>Science Publications</prism:publicationName>
    <prism:doi>10.3844/sgamrsp.2021.226.233</prism:doi>
    <prism:url>https://thescipub.com/sgamr/sgamrsp.2021.226.233</prism:url>
    </item><item rdf:about="https://thescipub.com/sgamr/sgamrsp.2021.234.246">
    <title><![CDATA[Persian Curve Versus Monte Carlo Method]]></title>
    <link>https://thescipub.com/sgamr/sgamrsp.2021.234.246</link>
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        <![CDATA[<p>International Journal of Structural Glass and Advanced Materials Research, Published online: 6 July 2021; <a href="https://thescipub.com/sgamr/sgamrsp.2021.234.246">doi:10.3844/sgamrsp.2021.234.246</a></p>The Monte Carlo Simulation method is a powerfultool for solving problems including random variables. The basic idea toimplement a Monte Carlo simulation is to first generate samples of randominputs fr...]]></content:encoded>
    <dc:title><![CDATA[Persian Curve Versus Monte Carlo Method]]></dc:title><dc:creator>Abdolrasoul  Ranjbaran</dc:creator><dc:creator>Mohammad  Ranjbaran</dc:creator><dc:creator>Fatema  Ranjbaran</dc:creator><dc:identifier>doi:10.3844/sgamrsp.2021.234.246</dc:identifier>
    <dc:source>International Journal of Structural Glass and Advanced Materials Research, Published online: 2021-07-06; | doi:10.3844/sgamrsp.2021.234.246</dc:source>
    <dc:date>2021-07-06</dc:date>
    <prism:publicationName>Science Publications</prism:publicationName>
    <prism:doi>10.3844/sgamrsp.2021.234.246</prism:doi>
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