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		<title>Structural Behavior of Repaired Pier Walls</title>
		<link>https://www.hrc-usa.com/structural-behavior-of-repaired-pier-walls/</link>
		
		<dc:creator><![CDATA[admin]]></dc:creator>
		<pubDate>Tue, 02 Mar 2010 07:35:42 +0000</pubDate>
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					<description><![CDATA[<p>Document Name: 97-S28 Author(s): M. Haroun, G. Pardoen, H. Bhatia, S. Shahi, and R. Kazanjy Publication: Structural Journal Volume: 97 Issue: 2 Keywords: concretes; cyclic testing; pier wall; repair; T-headed crossties. Date: March 1, 2000 Abstract: Six 1/2-scale cantilevered pier walls were loaded in the weak direction under cyclic loading and taken to (near) destruction. [&#8230;]</p>
<p>The post <a href="https://www.hrc-usa.com/structural-behavior-of-repaired-pier-walls/">Structural Behavior of Repaired Pier Walls</a> appeared first on <a href="https://www.hrc-usa.com">Headed Reinforcement Corp.</a>.</p>
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		<title>Double Head Studs as Ties in Concrete Walls and Columns</title>
		<link>https://www.hrc-usa.com/double-head-studs-as-ties-in-concrete-walls-and-columns/</link>
		
		<dc:creator><![CDATA[admin]]></dc:creator>
		<pubDate>Tue, 02 Mar 2010 07:32:35 +0000</pubDate>
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					<description><![CDATA[<p>Title: Double Head Studs as Ties in Concrete Walls and Columns Author(s): Walter H. Dilger and Amin Ghali Publication: Concrete International Volume: 19 Issue: 6 Date: June 1, 1997 Abstract: Testing of concrete walls and columns subjected to axial compression shows that double head studs used as cross ties are more effective than conventional stirrups [&#8230;]</p>
<p>The post <a href="https://www.hrc-usa.com/double-head-studs-as-ties-in-concrete-walls-and-columns/">Double Head Studs as Ties in Concrete Walls and Columns</a> appeared first on <a href="https://www.hrc-usa.com">Headed Reinforcement Corp.</a>.</p>
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		<title>T-Headed Stirrup Bars</title>
		<link>https://www.hrc-usa.com/hello-world-2/</link>
		
		<dc:creator><![CDATA[admin]]></dc:creator>
		<pubDate>Tue, 02 Mar 2010 02:36:05 +0000</pubDate>
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					<description><![CDATA[<p>Title: T-Headed Stirrup Bars Author(s): DALE E. BERNER, BEN C. GERWICK JR., AND GEORGE C. HOFF Publication: Concrete International Volume: 13 Issue: 5 Date: May 1, 1991 Abstract : Structural elements subject to high out-of-plane shear and those needing confinement for ductility in the post-elastic phase require concentrated transverse reinforcement. A T-headed bar has been [&#8230;]</p>
<p>The post <a href="https://www.hrc-usa.com/hello-world-2/">T-Headed Stirrup Bars</a> appeared first on <a href="https://www.hrc-usa.com">Headed Reinforcement Corp.</a>.</p>
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