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	<title>Structuresblog &#187; seismic</title>
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		<title>Patent Infringement Suit Over Seismic Design Settled</title>
		<link>http://www.structuresblog.com/2007/03/22/patent-infringement-suit-over-seismic-design-settled/?utm_source=rss&amp;utm_medium=rss&amp;utm_campaign=patent-infringement-suit-over-seismic-design-settled</link>
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		<pubDate>Thu, 22 Mar 2007 16:43:27 +0000</pubDate>
		<dc:creator>ketan</dc:creator>
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		<category><![CDATA[seismic]]></category>

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		<description><![CDATA[How often do you hear about intellectual property lawsuits when it comes to structural engineering? The first time I heard of a patented connection, I was confused. How many ways could you attached a beam to a column? Surely all possible ways of bolting and welding had been realized by now. But then a few [...]]]></description>
			<content:encoded><![CDATA[<p><img class="alignright" title="Slottedweb connection" src="http://www.slottedweb.com/swmc.gif" alt="Slottedweb connection" width="266" height="231" align="right" />How often do you hear about intellectual property lawsuits when it comes to structural engineering?</p>
<p>The first time I heard of a patented connection, I was confused. How many ways could you attached a beam to a column?  Surely all possible ways of bolting and welding had been realized by now.  But then a few years ago, <a href="http://www.sideplate.com/">SidePlate</a> came to our office to present their <a href="http://www.patentstorm.us/patents/5660017.html">patented connection</a>, and its benefits towards mitigating <a href="http://www.structuresblog.com/2007/03/20/best-practices-for-reducing-the-potential-for-progressive-collapse-in-buildings/">progressive collapse</a>.  There were applications for this system in some of the work we were doing.  After many technical questions, someone in our office asked the presenter, &#8220;what kept an engineer from detailing a connection that looked like their SidePlate on their drawings,&#8221; and we were explained something about licensing requirements.  It sounded trivial at the time, but obviously intellectual property was a big deal to SidePlate, as it is in all industries.</p>
<p>So, I was interested to read that <a href="http://www.slottedweb.com/index.htm">Seismic Structural Design Associates</a> settled a federal patent infringement suit for an undisclosed amount with <a href="http://www.whl-international.com/">WHL Consulting Engineers</a>, over unlicensed use of SSDA&#8217;s seismic <a href="http://www.slottedweb.com/">SlottedWeb</a> field-welded connection for structural steel.</p>
<p>See the full story covered <a href="http://enr.ecnext.com/free-scripts/comsite2.pl?page=enr_document&amp;article=necoar070319b">via ENR</a>,  <a href="http://www.azobuild.com/news.asp?newsID=1573">A to Z of Building</a>, and <a href="http://www.iptoday.com/news-article.asp?id=64">Intellectual Property Today.</a></p>
<p>Where else have you seen intellectual property related issues come up related to structural engineering?</p>
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