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	<title>Электронный научно-практический журнал «Современные научные исследования и инновации» &#187; Зайцев Михаил Борисович</title>
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		<title>About reconstruction of the openings in the walls</title>
		<link>https://web.snauka.ru/en/issues/2014/11/40668</link>
		<comments>https://web.snauka.ru/en/issues/2014/11/40668#comments</comments>
		<pubDate>Mon, 17 Nov 2014 14:49:02 +0000</pubDate>
		<dc:creator>Зайцев Михаил Борисович</dc:creator>
				<category><![CDATA[05.00.00 Technical sciences]]></category>
		<category><![CDATA[bridge]]></category>
		<category><![CDATA[construction of buildings]]></category>
		<category><![CDATA[constructions]]></category>
		<category><![CDATA[elements]]></category>
		<category><![CDATA[junction]]></category>
		<category><![CDATA[pier]]></category>
		<category><![CDATA[strengthening of structures]]></category>
		<category><![CDATA[конструкции зданий]]></category>
		<category><![CDATA[перемычка]]></category>
		<category><![CDATA[простенок]]></category>
		<category><![CDATA[узел сопряжения]]></category>
		<category><![CDATA[усиление конструкций]]></category>
		<category><![CDATA[элементы сооружений]]></category>

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		<title>Rational use gotowanych profiles in building constructions</title>
		<link>https://web.snauka.ru/en/issues/2014/11/41215</link>
		<comments>https://web.snauka.ru/en/issues/2014/11/41215#comments</comments>
		<pubDate>Thu, 27 Nov 2014 14:41:01 +0000</pubDate>
		<dc:creator>Зайцев Михаил Борисович</dc:creator>
				<category><![CDATA[05.00.00 Technical sciences]]></category>
		<category><![CDATA[building structures]]></category>
		<category><![CDATA[cold-formed profiles]]></category>
		<category><![CDATA[flexibility]]></category>
		<category><![CDATA[sound the distance]]></category>
		<category><![CDATA[specific radius of gyration]]></category>
		<category><![CDATA[steel trusses]]></category>
		<category><![CDATA[гибкость]]></category>
		<category><![CDATA[гнутые профили]]></category>
		<category><![CDATA[конструкции зданий]]></category>
		<category><![CDATA[стальные фермы]]></category>
		<category><![CDATA[удельный радиус инерции]]></category>
		<category><![CDATA[ядровое расстояние]]></category>

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		<title>Definition of spectrum frequencies and vibration modes of spatial rod systems using the package «Matlab»</title>
		<link>https://web.snauka.ru/en/issues/2015/02/47601</link>
		<comments>https://web.snauka.ru/en/issues/2015/02/47601#comments</comments>
		<pubDate>Sun, 22 Feb 2015 12:03:03 +0000</pubDate>
		<dc:creator>Зайцев Михаил Борисович</dc:creator>
				<category><![CDATA[05.00.00 Technical sciences]]></category>
		<category><![CDATA[eigenvalues]]></category>
		<category><![CDATA[eigenvectors]]></category>
		<category><![CDATA[frequency]]></category>
		<category><![CDATA[mass matrix]]></category>
		<category><![CDATA[mode shapes]]></category>
		<category><![CDATA[stiffness matrix]]></category>
		<category><![CDATA[truss finite element]]></category>
		<category><![CDATA[truss system]]></category>
		<category><![CDATA[матрица жесткости]]></category>
		<category><![CDATA[матрица масс]]></category>
		<category><![CDATA[собственные векторы]]></category>
		<category><![CDATA[собственные значения]]></category>
		<category><![CDATA[стержневой конечный элемент]]></category>
		<category><![CDATA[стержневые системы]]></category>
		<category><![CDATA[формы колебаний]]></category>
		<category><![CDATA[частоты колебаний]]></category>

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		<title>Evaluating the effectiveness of various methods of strengthening farms on aggregate indicators</title>
		<link>https://web.snauka.ru/en/issues/2015/02/47602</link>
		<comments>https://web.snauka.ru/en/issues/2015/02/47602#comments</comments>
		<pubDate>Sat, 28 Feb 2015 07:04:41 +0000</pubDate>
		<dc:creator>Зайцев Михаил Борисович</dc:creator>
				<category><![CDATA[05.00.00 Technical sciences]]></category>
		<category><![CDATA[circuit gain]]></category>
		<category><![CDATA[critical load]]></category>
		<category><![CDATA[design of farms]]></category>
		<category><![CDATA[efficiency]]></category>
		<category><![CDATA[overall stability]]></category>
		<category><![CDATA[technical and economic indicators]]></category>
		<category><![CDATA[конструкции ферм]]></category>
		<category><![CDATA[коэффициент эффективности]]></category>
		<category><![CDATA[критическая нагрузка]]></category>
		<category><![CDATA[общая устойчивость]]></category>
		<category><![CDATA[схемы усиления]]></category>
		<category><![CDATA[технико-экономические показатели]]></category>

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		<title>Strengthening of reinforced concrete slabs with concentrated loads</title>
		<link>https://web.snauka.ru/en/issues/2015/03/50775</link>
		<comments>https://web.snauka.ru/en/issues/2015/03/50775#comments</comments>
		<pubDate>Wed, 25 Mar 2015 11:19:23 +0000</pubDate>
		<dc:creator>Зайцев Михаил Борисович</dc:creator>
				<category><![CDATA[05.00.00 Technical sciences]]></category>
		<category><![CDATA[bearing capacity and strengthening of structures]]></category>
		<category><![CDATA[building construction]]></category>
		<category><![CDATA[power factors]]></category>
		<category><![CDATA[space frame]]></category>
		<category><![CDATA[the kinematic scheme]]></category>
		<category><![CDATA[кинематическая схема]]></category>
		<category><![CDATA[несущая способность]]></category>
		<category><![CDATA[пространственная рама]]></category>
		<category><![CDATA[силовые факторы]]></category>
		<category><![CDATA[строительные конструкции]]></category>
		<category><![CDATA[усиление конструкций]]></category>

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		<title>A method for enhancing concrete frame under load</title>
		<link>https://web.snauka.ru/en/issues/2015/03/50773</link>
		<comments>https://web.snauka.ru/en/issues/2015/03/50773#comments</comments>
		<pubDate>Sat, 28 Mar 2015 11:17:57 +0000</pubDate>
		<dc:creator>Зайцев Михаил Борисович</dc:creator>
				<category><![CDATA[05.00.00 Technical sciences]]></category>
		<category><![CDATA[bearing capacity and strengthening of structures]]></category>
		<category><![CDATA[building construction]]></category>
		<category><![CDATA[power factors]]></category>
		<category><![CDATA[safe operation]]></category>
		<category><![CDATA[безопасная эксплуатация]]></category>
		<category><![CDATA[несущая способность]]></category>
		<category><![CDATA[силовые факторы]]></category>
		<category><![CDATA[строительные конструкции]]></category>
		<category><![CDATA[усиление конструкций]]></category>

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		<title>The influence of the size of nodal gussets on the carrying capacity of farms from the condition of the overall buckling</title>
		<link>https://web.snauka.ru/en/issues/2015/04/51670</link>
		<comments>https://web.snauka.ru/en/issues/2015/04/51670#comments</comments>
		<pubDate>Sun, 05 Apr 2015 03:26:49 +0000</pubDate>
		<dc:creator>Зайцев Михаил Борисович</dc:creator>
				<category><![CDATA[05.00.00 Technical sciences]]></category>
		<category><![CDATA[calculated the length of the elements]]></category>
		<category><![CDATA[node gusset plate]]></category>
		<category><![CDATA[steel truss]]></category>
		<category><![CDATA[the critical load diagram of the deformations]]></category>
		<category><![CDATA[критическая нагрузка]]></category>
		<category><![CDATA[расчетные длины элементов]]></category>
		<category><![CDATA[стальные фермы]]></category>
		<category><![CDATA[схема деформаций]]></category>
		<category><![CDATA[узловые фасонки]]></category>

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		<title>Нахождение рационального способа усиления ферм по схеме деформаций при потере устойчивости</title>
		<link>https://web.snauka.ru/en/issues/2015/04/51669</link>
		<comments>https://web.snauka.ru/en/issues/2015/04/51669#comments</comments>
		<pubDate>Fri, 10 Apr 2015 17:09:31 +0000</pubDate>
		<dc:creator>Зайцев Михаил Борисович</dc:creator>
				<category><![CDATA[05.00.00 Technical sciences]]></category>
		<category><![CDATA[buckling]]></category>
		<category><![CDATA[deformation]]></category>
		<category><![CDATA[reconstruction of buildings and strengthening of structures]]></category>
		<category><![CDATA[steel truss]]></category>
		<category><![CDATA[ways of strengthening]]></category>
		<category><![CDATA[металлическая ферма]]></category>
		<category><![CDATA[потеря устойчивости]]></category>
		<category><![CDATA[реконструкция зданий]]></category>
		<category><![CDATA[способы усиления]]></category>
		<category><![CDATA[схема деформаций]]></category>
		<category><![CDATA[усиление конструкций]]></category>

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		<title>Fire resistance of concrete pipes constructions</title>
		<link>https://web.snauka.ru/en/issues/2015/04/52498</link>
		<comments>https://web.snauka.ru/en/issues/2015/04/52498#comments</comments>
		<pubDate>Mon, 27 Apr 2015 14:06:10 +0000</pubDate>
		<dc:creator>Зайцев Михаил Борисович</dc:creator>
				<category><![CDATA[05.00.00 Technical sciences]]></category>
		<category><![CDATA[concrete]]></category>
		<category><![CDATA[fire resistance of structures]]></category>
		<category><![CDATA[fire-resistance]]></category>
		<category><![CDATA[tube-confined concrete]]></category>
		<category><![CDATA[бетон]]></category>
		<category><![CDATA[огнестойкость конструкций]]></category>
		<category><![CDATA[предел огнестойкости]]></category>
		<category><![CDATA[трубобетон]]></category>

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		<title>The theoretical rationale for the choice of rational method of enhancing the roof trusses on the basis of finding the weak parts and components</title>
		<link>https://web.snauka.ru/en/issues/2015/05/54427</link>
		<comments>https://web.snauka.ru/en/issues/2015/05/54427#comments</comments>
		<pubDate>Tue, 05 May 2015 12:08:20 +0000</pubDate>
		<dc:creator>Зайцев Михаил Борисович</dc:creator>
				<category><![CDATA[05.00.00 Technical sciences]]></category>
		<category><![CDATA[circuit gain]]></category>
		<category><![CDATA[critical load]]></category>
		<category><![CDATA[design of farms]]></category>
		<category><![CDATA[efficiency]]></category>
		<category><![CDATA[overall stability]]></category>
		<category><![CDATA[конструкции ферм]]></category>
		<category><![CDATA[коэффициент эффективности]]></category>
		<category><![CDATA[критическая нагрузка]]></category>
		<category><![CDATA[общая устойчивость]]></category>
		<category><![CDATA[схемы усиления]]></category>

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		<title>Experimental and theoretical studies of the stability of the farms, taking into account the stiffness of nodes</title>
		<link>https://web.snauka.ru/en/issues/2015/05/54440</link>
		<comments>https://web.snauka.ru/en/issues/2015/05/54440#comments</comments>
		<pubDate>Fri, 29 May 2015 13:04:51 +0000</pubDate>
		<dc:creator>Зайцев Михаил Борисович</dc:creator>
				<category><![CDATA[05.00.00 Technical sciences]]></category>
		<category><![CDATA[carrying capacity]]></category>
		<category><![CDATA[gusset plate hub]]></category>
		<category><![CDATA[metal farm]]></category>
		<category><![CDATA[metal farm model]]></category>
		<category><![CDATA[methods of reinforcement]]></category>
		<category><![CDATA[test models of farms]]></category>
		<category><![CDATA[испытания моделей ферм]]></category>
		<category><![CDATA[металлическая ферма]]></category>
		<category><![CDATA[модель металлической фермы]]></category>
		<category><![CDATA[несущая способность]]></category>
		<category><![CDATA[способы усиления]]></category>
		<category><![CDATA[узловые фасонки]]></category>

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