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	<title>colincaprani.com</title>
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	<link>http://www.colincaprani.com</link>
	<description>Structural Engineering, Bridge Research, Programming, and more...</description>
	<pubDate>Wed, 12 Nov 2008 22:49:22 +0000</pubDate>
	<generator>http://wordpress.org/?v=2.6.3</generator>
	<language>en</language>
			<item>
		<title>IStructE Lecture - The Millau Viaduct</title>
		<link>http://www.colincaprani.com/wordpress/2008/10/istructe-lecture-the-millau-viaduct/</link>
		<comments>http://www.colincaprani.com/wordpress/2008/10/istructe-lecture-the-millau-viaduct/#comments</comments>
		<pubDate>Wed, 15 Oct 2008 19:37:10 +0000</pubDate>
		<dc:creator>Colin</dc:creator>
		
		<category><![CDATA[General]]></category>

		<guid isPermaLink="false">http://www.colincaprani.com/?p=215</guid>
		<description><![CDATA[
Dr Vincent de VIlle of Bureau Greisch de Liège gave an enthralling lecture in DIT Bolton St last night about the design and construction of the MIllau Viaduct (emblazoned on this website). The Millau Viaduct, completed in 2004, has already taken its rightful place as an engineering masterpiece and this was reflected in the turnout [...]]]></description>
			<content:encoded><![CDATA[<p><a href="http://www.colincaprani.com/wordpress/wp-content/uploads/2008/10/b.jpg"><img class="alignnone size-full wp-image-216" title="Millau Viaduct Lecture" src="http://www.colincaprani.com/wordpress/wp-content/uploads/2008/10/b.jpg" alt="" width="500" height="279" /></a></p>
<p>Dr Vincent de VIlle of <a href="http://www.greisch.com">Bureau Greisch</a> de Liège gave an enthralling <a href="http://www.dit.ie/news/archivecurrentyear/millauviaduct/">lecture in DIT Bolton St</a> last night about the design and construction of the MIllau Viaduct (emblazoned on this website). The Millau Viaduct, completed in 2004, has already taken its rightful place as an engineering masterpiece and this was reflected in the turnout for the lecture. Over 150 people attended - one of the highest attendances ever for an <a href="http://www.istructe.org">Institution of Structural Engineers</a>, <a href="http://homepage.eircom.net/~istructeroi/">Republic of Ireland Branch</a>, Evening Meeting. The lecture left even experienced engineers breathless as Dr de Ville explained the many bold decisions made in both the design and construction of the deck. Indeed he made designing for 5 m deflections during construction seem reasonable!</p>
<p>The lecture was certainly one of the best seen here in recent years. Dr de Ville modestly claims that the subject matter is the reason for success. However, the way in which extremely complex structural engineering ideas were conveyed meant that even the lay-people that attended were able to follow and enjoy the excitement of this design. The lecture reinforced a pride in structural engineering, and the accomplishments that are possible given a bold vision and adequate resources.</p>
<p>Some relevant links to this talk are:</p>
<ul>
<li>A paper similar to the talk: <a href="http://cnrsm.creteil.iufm.fr/g01_dp/viaduc_millau_apk_44/01_greish/04_millau_steelbridge.pdf">The design and construction of the Millau Viaduct</a>;</li>
<li>Millau Viaduct in <a href="http://en.structurae.de/structures/data/index.cfm?id=s0000351">Structurae</a>;</li>
<li>Another paper: <a href="http://cnrsm.creteil.iufm.fr/g01_dp/viaduc_millau_apk_44/01_greish/01_calcul_non_lineaire_fib_2004.pdf">Non-linear behaviour of the piers of the Millau Viaduct</a>;</li>
<li>Foster + Partners <a href="http://www.fosterandpartners.com/Projects/1158/Default.aspx">website article</a>;</li>
<li>Requisite Wikipedia <a href="http://en.wikipedia.org/wiki/Millau_Viaduct">link</a>;</li>
<li>Official <a href="http://www.leviaducdemillau.com/english/index.html">website</a>.</li>
</ul>
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		<title>Avoiding Semester 1 Syndrome</title>
		<link>http://www.colincaprani.com/wordpress/2008/09/avoiding-semester-1-syndrome/</link>
		<comments>http://www.colincaprani.com/wordpress/2008/09/avoiding-semester-1-syndrome/#comments</comments>
		<pubDate>Fri, 19 Sep 2008 19:22:09 +0000</pubDate>
		<dc:creator>Colin</dc:creator>
		
		<category><![CDATA[General]]></category>

		<guid isPermaLink="false">http://www.colincaprani.com/?p=145</guid>
		<description><![CDATA[Let&#8217;s do this in FAQ fashion. But first be aware that some generalizations and personal opinions follow&#8230;
What is the Semester 1 Syndrome? 
Simply put, it is the tendency for students, fresh into 3rd year, to put an inadequate amount of work in, and who consequently don&#8217;t perform as well as they wish.
Have you any evidence [...]]]></description>
			<content:encoded><![CDATA[<p>Let&#8217;s do this in FAQ fashion. But first be aware that some generalizations and personal opinions follow&#8230;</p>
<p><strong>What is the Semester 1 Syndrome? </strong></p>
<p>Simply put, it is the tendency for students, fresh into 3rd year, to put an inadequate amount of work in, and who consequently don&#8217;t perform as well as they wish.</p>
<p><strong>Have you any evidence for it?</strong></p>
<p>Yes from experience. Semester 1 exam results tend to be quite poor, with a high number of students having to resit the exams. Surprisingly, 9 months later, with no further classes in the subjects, students generally improve their marks significantly, sometimes by over 60%. That&#8217;s the Semester 1 Syndrome!</p>
<p>As an aside, many lecturers give individual feedback, without the &#8220;I&#8217;m being assessed&#8221; feel to it. Interestingly, in the majority of cases, such feedback correctly predicts whether students would pass or not. I think the moral is, when given personalized and informal feedback well in advance of any assessment, please act on it!</p>
<p><strong>Why does it happen?</strong></p>
<p>This is complex but the probable answer lies in the way that the students have &#8216;engineered&#8217; exam success up to the point of arrival in 3rd year. Unfortunately the Points System and Leaving Cert. encourage a learn-by-rote model as being optimal for exam success. The first two years in third level can be approached in the same way, but it gets increasingly difficult. The failings of this learning model come to a head in 3rd year when the material that must be known is minimal - extensive exam handouts mean that little memorization is required. Instead, the material must be understood. Simple really, but since this is the first time students may actually have to try understand material for exam success, it poses a real difficulty and a harsh awakening in many cases. And by understood, we mean that the material is second nature and that disparate pieces of information can be assimilated into different coherent forms so that reasonably complex engineering problems can be solved.</p>
<p><strong>Ok, so how can it be avoided?</strong></p>
<p>Well I&#8217;ll bet you know the answer to this, in the same way you know that you should eat more fruit and vegetables. For every hour spent in class, at least another hour must be spent at home doing the following:</p>
<ul>
<li>assimilating the material already covered;</li>
<li>reading ahead on the new material;</li>
<li>practicing examples until exhaustion (!);</li>
<li>preparing questions to ask the lecturer in the next class;</li>
<li>studying with colleagues - peer-learning is very effective.</li>
</ul>
<p>Last year a quick class survey noted that over 90% of students had part-time jobs during term-time. In a week, it is simply impossible to spend say 30 hours in class, another 30 hours of home study, and then do a job. It seems that for short-term gain (i.e. some extra money now), the longer-term benefits of performing well in college are ignored. These longer-term benefits include improved employment prospects and the possibility of a higher starting salary for 1st class and 2:1 Honours Degree awards. It&#8217;s called full-time education for a reason!</p>
<p>One further issue that can significantly affect performance is the abuse of alcohol amongst 3rd level students. A recent study <a href="http://www.barkeeper.ie/News_Item.asp?News_ID=1425">summarized here</a> and <a href="http://www.imj.ie/Issue_detail.aspx?issueid=+&amp;pid=3511&amp;type=Papers">fully reported here</a> shows that use of alcohol is increasing amongst undergraduate students. This can only have a negative affect upon coursework. Whilst certainly the college experience is not all about hard work and learning, going too far the other way is not a recipe for success or happiness. If you or a friend is affected by alcohol abuse you should contact the student counselling service.</p>
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		<title>More on presentations</title>
		<link>http://www.colincaprani.com/wordpress/2008/09/more-on-presentations/</link>
		<comments>http://www.colincaprani.com/wordpress/2008/09/more-on-presentations/#comments</comments>
		<pubDate>Tue, 02 Sep 2008 23:51:39 +0000</pubDate>
		<dc:creator>Colin</dc:creator>
		
		<category><![CDATA[General]]></category>

		<guid isPermaLink="false">http://www.colincaprani.com/?p=126</guid>
		<description><![CDATA[In the Presentations section of the site I&#8217;ve mentioned Edward Tufte and the art of presenting complex information. He even suggests that PowerPoint was complicit in the Challenger disaster due to its inability to convey complex information. Read an extract from his essay The Cognitive Style of PowerPoint: Pitching Out Corrupts Within here.
Anyway, the following [...]]]></description>
			<content:encoded><![CDATA[<p>In the <a href="http://www.colincaprani.com/bridge-research/presentations/">Presentations</a> section of the site I&#8217;ve mentioned <a href="www.edwardtufte.com">Edward Tufte</a> and the art of presenting complex information. He even suggests that PowerPoint was complicit in the Challenger disaster due to its inability to convey complex information. Read an extract from his essay <em>The Cognitive Style of PowerPoint: Pitching Out Corrupts Within</em> <a href="http://www.edwardtufte.com/tufte/powerpoint">here</a>.</p>
<p>Anyway, the following site takes a funny look at presentation of a difficult dataset, showing the common (and very poor) method, and a good method:</p>
<p><a href="http://www.sitelogicmarketing.com/blog/02-analytics-according-to-captain-kirk">Red-shirt fatalities in Star Trek</a></p>
<p><a href="http://www.sitelogicmarketing.com/blog/02-analytics-according-to-captain-kirk"><img class="alignnone" title="SiteLogic" src="http://www.sitelogicmarketing.com/wp/wp-content/uploads/2007/02/star-trek-graph-sm.png" alt="" width="432" height="199" /></a></p>
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		<item>
		<title>Journal article published</title>
		<link>http://www.colincaprani.com/wordpress/2008/09/journal-article-published/</link>
		<comments>http://www.colincaprani.com/wordpress/2008/09/journal-article-published/#comments</comments>
		<pubDate>Mon, 01 Sep 2008 12:52:28 +0000</pubDate>
		<dc:creator>Colin</dc:creator>
		
		<category><![CDATA[General]]></category>

		<guid isPermaLink="false">http://www.colincaprani.com/?p=115</guid>
		<description><![CDATA[
The paper titled Determination of bridge lifetime dynamic amplification factor using finite element analysis of critical loading scenarios will appear in the September 2008 edition of Engineering Structures. This journal has an impact factor of 0.986 for 2007.
This paper outlines the simulations behind the dynamic interaction model which was used in the bivariate extreme value [...]]]></description>
			<content:encoded><![CDATA[<p><a href="http://www.colincaprani.com/wordpress/wp-content/uploads/2008/09/engstruct11.jpg"><img class="alignnone size-full wp-image-120" title="engstruct11" src="http://www.colincaprani.com/wordpress/wp-content/uploads/2008/09/engstruct11.jpg" alt="" width="500" height="403" /></a></p>
<p>The paper titled <em>Determination of bridge lifetime dynamic amplification factor using finite element analysis of critical loading scenarios</em> will appear in the September 2008 edition of <a href="http://www.sciencedirect.com.eproxy.ucd.ie/science/journal/01410296"><em>Engineering Structures</em></a>. This journal has an impact factor of 0.986 for 2007.</p>
<p>This paper outlines the simulations behind the dynamic interaction model which was used in the bivariate extreme value work, detailed <a href="http://www.colincaprani.com/files/papers/Journals/Caprani%20et%20al%202006a.pdf">here</a>.</p>
<p>The full reference for this paper is:</p>
<p>Gonzalez, A., Rattigan, P., OBrien, E.J. and Caprani, C.C. (2008), &#8216;Determination of bridge lifetime dynamic amplification factor using finite element analysis of critical loading scenarios&#8217;, <em>Engineering Structures</em>, 30(9), September, pp. 2330-2337. <a href="http://dx.doi.org/10.1016/j.engstruct.2008.01.017">http://dx.doi.org/10.1016/j.engstruct.2008.01.017</a>.</p>
<div class="articleText" style="display: inline;">
<h3 class="h3">Abstract</h3>
<p>The development of accurate codes for the design of bridges and the evaluation of existing structures requires adequate assessment of heavy traffic loading and also the dynamic interaction that may occur as this traffic traverses the structure. Current approaches generally first calculate the characteristic static load effect and then apply an amplification factor to allow for dynamics. This neglects the significantly reduced probability of both high static loading and high dynamic amplification occurring simultaneously. This paper presents an assessment procedure whereby only critical loading events are considered to allow for an efficient and accurate determination of independent values for characteristic (lifetime-maximum) static and total (including dynamic interaction) load effects. Initially the critical static loading scenarios for a chosen bridge are determined from Monte Carlo simulation using weigh-in-motion data. The development of a database of 3-dimensional finite element bridge and truck models allows for the analysis of these various combinations of vehicular loading patterns. The identified critical loading scenarios are modelled and analysed individually to obtain the critical total load effect. It is then possible to obtain a correlation between critical static load effect and corresponding total load effect and to extrapolate to find a site-specific dynamic amplification factor.</p></div>
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		<item>
		<title>Randy Pausch Dies</title>
		<link>http://www.colincaprani.com/wordpress/2008/07/randy-pausch-dies/</link>
		<comments>http://www.colincaprani.com/wordpress/2008/07/randy-pausch-dies/#comments</comments>
		<pubDate>Wed, 30 Jul 2008 14:47:04 +0000</pubDate>
		<dc:creator>Colin</dc:creator>
		
		<category><![CDATA[General]]></category>

		<guid isPermaLink="false">http://www.colincaprani.com/?p=86</guid>
		<description><![CDATA[Randy Pausch, a computer engineering lecturer from Carnegie Mellon University has died. He became kown for his Last Lecture wich has been viewed by over 6 million people on video and was turned into a book - The Last Lecture, which is how I came to know him.
He was diagnosed with Pancreatic cancer and following [...]]]></description>
			<content:encoded><![CDATA[<p>Randy Pausch, a computer engineering lecturer from Carnegie Mellon University has died. He became kown for his <em>Last Lecture</em> wich has been viewed by over 6 million people on video and was turned into a book - <em>The Last Lecture</em>, which is how I came to know him.</p>
<p>He was diagnosed with Pancreatic cancer and following this gave his <em>Last Lecture</em>. He survived way beyond the 3-6 months given him by medics.  The book and lecture are moving and very memorable and leave you with a desire to achieve your childhood dreams. Well worth reading or viewing:</p>
<ul>
<li><a href="http://www.thelastlecture.com/">Book</a></li>
<li><a href="http://www.youtube.com/watch?v=ji5_MqicxSo">Video</a></li>
<li><a href="http://www.cmu.edu/homepage/beyond/2008/summer/an-enduring-legacy.shtml">Carnegie Mellon - In memorium</a></li>
<li><a href="http://download.srv.cs.cmu.edu/~pausch/">Randy&#8217;s homepage.</a>
<p style="text-align: center;"><img class="aligncenter" src="http://hyperionbooks.com/bookcovers/lastlecture_cov.jpg" alt="Book Cover" width="162" height="230" /></p>
</li>
</ul>
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		<item>
		<title>Lights, Camera, Tension Field Action!</title>
		<link>http://www.colincaprani.com/wordpress/2008/06/lights-camera-tension-field-action/</link>
		<comments>http://www.colincaprani.com/wordpress/2008/06/lights-camera-tension-field-action/#comments</comments>
		<pubDate>Mon, 30 Jun 2008 15:07:47 +0000</pubDate>
		<dc:creator>Colin</dc:creator>
		
		<category><![CDATA[General]]></category>

		<guid isPermaLink="false">http://www.colincaprani.com/?p=65</guid>
		<description><![CDATA[
Ok, so I can&#8217;t resist a bad pun. Anyway, this super example of tension field action is outside the structural laboratories of the Laboratoire Central des Ponts et Chaussées (LCPC) in Paris, which is the French Government body for research into roads and bridges.
This visit to LCPC was part of a European research project. Myself [...]]]></description>
			<content:encoded><![CDATA[<p class="r"><a href="http://www.colincaprani.com/wordpress/wp-content/uploads/2008/06/p3280237.jpg"><img class="alignnone size-medium wp-image-66" title="LCPC Tension Field Action" src="http://www.colincaprani.com/wordpress/wp-content/uploads/2008/06/p3280237-300x225.jpg" alt="LCPC Tension Field Action" width="300" height="225" /></a></p>
<p class="r">Ok, so I can&#8217;t resist a bad pun. Anyway, this super example of tension field action is outside the structural laboratories of the <a href="http://www.lcpc.fr/en/home.dml">Laboratoire Central des Ponts et Chaussées</a> (LCPC) in Paris, which is the French Government body for research into roads and bridges.</p>
<p class="r">This visit to LCPC was part of a European research project. Myself and my colleagues at UCD are working with researchers from LCPC on the Seventh Framework, <a href="http://heavyroute.fehrl.org/">HeavyRoute Project</a>. In particular we are aiding them on Work Package 2.5: <em>Impact of HGVs on Roads and Infrastructure</em>.</p>
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		<item>
		<title>It&#8217;s quiet time&#8230;</title>
		<link>http://www.colincaprani.com/wordpress/2008/06/its-quiet-time/</link>
		<comments>http://www.colincaprani.com/wordpress/2008/06/its-quiet-time/#comments</comments>
		<pubDate>Wed, 18 Jun 2008 14:14:30 +0000</pubDate>
		<dc:creator>Colin</dc:creator>
		
		<category><![CDATA[Engineering]]></category>

		<guid isPermaLink="false">http://www.colincaprani.com/?p=64</guid>
		<description><![CDATA[Lectures have ended, exams have been sat, and students have cried with joy and sorrow&#8230; So my work is done for the year! But to keep the spirits up, here&#8217;s a scene from A Few Good Structural Engineers:
Engineer:
You want answers?
Architect:
I think I&#8217;m entitled to them.
Engineer:
You want answers?
Architect:
I want the truth!!
Engineer:
You can&#8217;t handle the truth! Son, [...]]]></description>
			<content:encoded><![CDATA[<p>Lectures have ended, exams have been sat, and students have cried with joy and sorrow&#8230; So my work is done for the year! But to keep the spirits up, here&#8217;s a scene from <strong>A Few Good Structural Engineers</strong>:</p>
<p><em>Engineer:</em></p>
<blockquote><p>You want answers?</p></blockquote>
<p><em>Architect:</em></p>
<blockquote><p>I think I&#8217;m entitled to them.</p></blockquote>
<p><em>Engineer:</em></p>
<blockquote><p>You want answers?</p></blockquote>
<p><em>Architect:</em></p>
<blockquote><p>I want the truth!!</p></blockquote>
<p><em>Engineer:</em></p>
<blockquote><p>You can&#8217;t handle the truth! Son, we live in a world that has FLOORS. And those FLOORS have to be SUPPORTED BY COLUMNS. Who&#8217;s gonna DESIGN THEM? You? You, MR. ARCHITECT?<br />
<br />I have a greater responsibility than you can possibly fathom. You weep for LOST FLOOR SPACE and you curse the COLUMNS. You have that luxury. You have the luxury of not knowing what I know: that THOSE COLUMNS, while tragic, probably saved lives. And my existence, while grotesque and incomprehensible to you, saves lives&#8230;<br />
<br />You don&#8217;t want the truth. Because deep down, in places you don&#8217;t talk about at parties, you want me on that DESIGN TEAM. You need me on that DESIGN TEAM.<br />
<br />We use words like DESIGN, CODE, ANALYSIS&#8230;we use these words as the backbone to a life spent SUPPORTING something. You use &#8216;em as a punchline.<br />
<br />I have neither the time nor the inclination to explain my DESIGN to a man who rises and sleeps under the blanket of the very STRUCTURES I provide, then questions the manner in which I provide it! I&#8217;d rather you just said thank you and went on your way. Otherwise, I suggest you pick up a STEEL MANUAL and DESIGN a post. Either way, I don&#8217;t give a damn what you think you&#8217;re entitled to!</p></blockquote>
<p><em>Architect:</em></p>
<blockquote><p>Did you SCHEDULE THE COLUMNS?</p></blockquote>
<p><em>Engineer:</em></p>
<blockquote><p>(quietly) I did the job you HIRED me to do.</p></blockquote>
<p><em>Architect:</em></p>
<blockquote><p>Did you SCHEDULE THE COLUMNS?!!</p></blockquote>
<p><em>Engineer:</em></p>
<blockquote><p>You&#8217;re goddamn right I did!!</p></blockquote>
<p>Thanks to Ritchie for this gem!</p>
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		<item>
		<title>Journal Paper Published</title>
		<link>http://www.colincaprani.com/wordpress/2008/06/journal-paper-published/</link>
		<comments>http://www.colincaprani.com/wordpress/2008/06/journal-paper-published/#comments</comments>
		<pubDate>Wed, 04 Jun 2008 15:22:02 +0000</pubDate>
		<dc:creator>Colin</dc:creator>
		
		<category><![CDATA[Engineering]]></category>

		<category><![CDATA[Research]]></category>

		<guid isPermaLink="false">http://www.colincaprani.com/?p=62</guid>
		<description><![CDATA[The paper Characteristic traffic load effects from a mixture of loading events on short to medium span bridges has been published in Structural Safety at last. It was first submitted in June 2005 and eventually made available online in April 2007. So I&#8217;m delighted that it has eventully been given some page numbers! It has [...]]]></description>
			<content:encoded><![CDATA[<p>The paper <em>Characteristic traffic load effects from a mixture of loading events on short to medium span bridges </em>has been published in <em>Structural Safety</em> at last. It was first submitted in June 2005 and eventually made available online in April 2007. So I&#8217;m delighted that it has eventully been given some page numbers! It has been published in Vol. 30(5) September 2008 issue of <em>Structural Safety</em>, pages 394-404.</p>
<p>Even though it&#8217;s been a long wait, <em>Structural Safety</em> is a well-reputed journal with an impact factor of 1.25 (2006) which is high for a civil-engineering journal. The journal home is <a href="http://www.elsevier.com/wps/find/journaldescription.cws_home/505664/description#description">here</a>. The paper is available here, but may require a purchase if you don&#8217;t have an institutional login:</p>
<p><a href="http://dx.doi.org/10.1016/j.strusafe.2006.11.006">http://dx.doi.org/10.1016/j.strusafe.2006.11.006</a></p>
<p><a href="http://www.colincaprani.com/wordpress/wp-content/uploads/2008/06/strsaf.jpg"><img class="alignnone size-medium wp-image-63" title="Structura Saftey Paper" src="http://www.colincaprani.com/wordpress/wp-content/uploads/2008/06/strsaf-300x161.jpg" alt="" width="300" height="161" /></a></p>
<p>The abstract for the paper is:</p>
<p><em>In recent years, highway bridge load assessment has been recognised as an area through which savings can be made by avoiding unnecessary bridge refurbishment and replacement. Load effects in bridges result from single truck crossings or multiple-truck presence events which are, statistically, not identically distributed. Conventional approaches fit statistical distributions to mixtures of non-identically distributed load effects. Inaccuracies in the conventional approach are identified and an alternative approach is developed to find the characteristic load effects. Theoretical and field data are used to show the potential implications of conventional techniques and to demonstrate the application of the new approach.</em></p>
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		<title>More Programs Updates</title>
		<link>http://www.colincaprani.com/wordpress/2008/05/more-programs-updates/</link>
		<comments>http://www.colincaprani.com/wordpress/2008/05/more-programs-updates/#comments</comments>
		<pubDate>Sat, 24 May 2008 11:47:07 +0000</pubDate>
		<dc:creator>Colin</dc:creator>
		
		<category><![CDATA[Programming]]></category>

		<guid isPermaLink="false">http://www.colincaprani.com/?p=55</guid>
		<description><![CDATA[The two main programs that I&#8217;ve developed in Visual Basic are now available here:

FEBeam: a finite element beam analysis package;
TrussMaster: a truss analysis package.

These programs are close to fully-fledged but there are still some rough edges. Also made available are:

TrussGenerator: an auxilliary program to TrussMaster;
Steel Section DB: a steel sections database in VB;
Graph Displacements: of [...]]]></description>
			<content:encoded><![CDATA[<p>The two main programs that I&#8217;ve developed in Visual Basic are now available <a href="/programming/visual-basic/">here</a>:</p>
<ul>
<li>FEBeam: a finite element beam analysis package;</li>
<li>TrussMaster: a truss analysis package.</li>
</ul>
<p>These programs are close to fully-fledged but there are still some rough edges. Also made available are:</p>
<ul>
<li>TrussGenerator: an auxilliary program to TrussMaster;</li>
<li>Steel Section DB: a steel sections database in VB;</li>
<li>Graph Displacements: of a beam element;</li>
<li>Operations: machine-dependent operator timing (+,-,x,/).</li>
</ul>
<p><a href="http://www.colincaprani.com/wordpress/wp-content/uploads/2008/05/febeam.jpg"><img class="alignnone size-medium wp-image-54" title="FEBeam" src="http://www.colincaprani.com/wordpress/wp-content/uploads/2008/05/febeam-300x185.jpg" alt="" width="300" height="185" /></a></p>
]]></content:encoded>
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		</item>
		<item>
		<title>Programs Updated</title>
		<link>http://www.colincaprani.com/wordpress/2008/05/programs-updated/</link>
		<comments>http://www.colincaprani.com/wordpress/2008/05/programs-updated/#comments</comments>
		<pubDate>Thu, 22 May 2008 16:21:18 +0000</pubDate>
		<dc:creator>Colin</dc:creator>
		
		<category><![CDATA[General]]></category>

		<guid isPermaLink="false">http://www.colincaprani.com/?p=49</guid>
		<description><![CDATA[The C++ section of the website has been updated with many small programs available for download:

Nelder-Mead simplex algorithm;
Runge-Kutta, 4th order program;
Generalized Extreme Value distribution fitting program;
Machine Epsilon calculator;
Matrix class based on STL;
Monte Carlo calculation of pi;
Square root of a matrix program;
Steelbeam analysis program.

The Visual Basic section has also been updated, with some nice little apps [...]]]></description>
			<content:encoded><![CDATA[<p>The <a href="/programming/cpp/">C++ section</a> of the website has been updated with many small programs available for download:</p>
<ul>
<li>Nelder-Mead simplex algorithm;</li>
<li>Runge-Kutta, 4th order program;</li>
<li>Generalized Extreme Value distribution fitting program;</li>
<li>Machine Epsilon calculator;</li>
<li>Matrix class based on STL;</li>
<li>Monte Carlo calculation of pi;</li>
<li>Square root of a matrix program;</li>
<li>Steelbeam analysis program.</li>
</ul>
<p>The <a href="/programming/visual-basic/">Visual Basic section</a> has also been updated, with some nice little apps and scripts for download:</p>
<ul>
<li>Recently Used Files module;</li>
<li>EC5 Joist design program;</li>
<li>Linear Simultaneous Equations solution program;</li>
<li>Stochastic Beam Design program.</li>
</ul>
<p>Some of the above programs are basic whilst others have hard-to-find algorithms encoded. If you check a program out give me some feedback!</p>
<p><a href="http://www.colincaprani.com/wordpress/wp-content/uploads/2008/05/ec5-joist.jpg"><img class="alignnone size-medium wp-image-46" title="EC5 Joist Design" src="http://www.colincaprani.com/wordpress/wp-content/uploads/2008/05/ec5-joist-300x235.jpg" alt="" width="300" height="235" /></a></p>
]]></content:encoded>
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