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Optimierter Teilsicherheitsfaktor für Lasten aus Equipment im schweren Industriebau

机译：重型工业建筑设备的负载优化的部分安全系数

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Abstract xml:lang="de"> Die Berechnung von Baustrukturen im Industriebau erfolgt bislang auf Basis der baurechtlich eingeführten Regelwerke wie etwa DIN EN 1990 oder DIN EN 1992, um nur ein paar Beispiele zu nennen. Auf die entsprechenden Baustrukturen, wie z. B. Fundamente oder Bühnen, wirken neben den umweltbedingten Lasten vor allem auch Belastungen aus schwerem Equipment, die in der Regel auch ma?gebend für die Bemessung werden. Da entsprechende Lasten vollst?ndig, aber auch nur teilweise wirken k?nnen, gelten sie im Allgemeinen als ver?nderliche Lasten (Q <sub>k</sub> ) im Sinne von DIN EN 1990 und werden daher üblicherweise mit dem Teilsicherheitsbeiwert γ <sub>Q</sub> = 1,50 beaufschlagt, in besonderen F?llen darf γ <sub>Q</sub> = 1,35 verwendet werden [1, 2]. Im Gegensatz zu sonstigen ver?nderlichen Einwirkungen verfügen Lasten aus Equipment jedoch nur über eine viel geringere Schwankungsbreite und sind generell genauer vorhersagbar. Daher verfügen Tragwerke, die basierend auf den eingeführten Normen bemessen sind, über ein deutlich h?heres Zuverl?ssigkeitsniveau als nach DIN EN 1990 gefordert, was jedoch im Wiederspruch zu der Forderung steht, Tragwerke wirtschaftlich zu bemessen. Im Folgenden wird der Ansatz kritisch diskutiert und ein optimierter Vorschlag unterbreitet. </abstract> </span> <span class="z_kbtn z_kbtnclass hoverxs" style="display: none;">展开▼</span> </div> <div class="translation abstracttxt"> <span class="zhankaihshouqi fivelineshidden" id="abstract"> <span>机译：</span><abstract xmlns =“http://www.wileey.com/namespaces/wiley”type =“main”xml：lang =“de”> <标题类型=“main”>抽象</ title> xml：long =“de”> 迄今为止在合法引入的规则（如DIN EN 1990或DIN EN 1992）的基础上，计算工业建设中的建筑结构计算，仅举几个例子。在相应的结构结构上，如。 B.基础或阶段除了环境载荷之外，最重要的是，来自重型设备的应力，通常还测量设计。由于适当的载荷可以完全，而且也部分作用，它们通常被认为是邻近载荷（Q <sub> k </ sub> ）在DIN EN 1990的含义内，因此通常具有部分安全系数γ <sub> q </ sub> 在特殊情况下，γ= 1.50行动 <sub> q </ sub> 使用= 1.35 [1,2]。然而，与其他不苛刻的效果相比，来自设备的负载仅具有更低的波动范围并且通常是可预测的。因此，基于引入的标准的尺寸的结构具有比DIN EN 1990的可靠性水平显着更高，然而，这在对需求的对和解中，可以经济地测量的结构。在下文中，批判性讨论了该方法，提交了优化的提案。 </ p> </摘要> </span> <span class="z_kbtn z_kbtnclass hoverxs" style="display: none;">展开▼</span> </div> </div> <div class="record"> <h2 class="all_title" id="enpatent33" >著录项</h2> <ul> <li> <span class="lefttit">来源</span> <div style="width: 86%;vertical-align: text-top;display: inline-block;"> <a href='/journal-foreign-14835/'>《Beton- und Stahlbetonbau》</a> <b style="margin: 0 2px;">|</b><span>2018年第4期</span><b style="margin: 0 2px;">|</b><span>共6页</span> </div> </li> <li> <div class="author"> <span class="lefttit">作者</span> <p id="fAuthorthree" class="threelineshidden zhankaihshouqi"> <a href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Glowienka Simon&option=202" target="_blank" rel="nofollow">Glowienka Simon;</a> </p> <span class="z_kbtnclass z_kbtnclassall hoverxs" id="zkzz" style="display: none;">展开▼</span> </div> </li> <li> <div style="display: flex;"> <span class="lefttit">作者单位</span> <div style="position: relative;margin-left: 3px;max-width: 639px;"> <div class="threelineshidden zhankaihshouqi" id="fOrgthree"> <p>pbr Planungsbüro Rohling AGEschersheimer Landstra?e 14 60322 Frankfurt am Main;</p> </div> <span class="z_kbtnclass z_kbtnclassall hoverxs" id="zhdw" style="display: none;">展开▼</span> </div> </div> </li> <li > <span class="lefttit">收录信息</span> <span style="width: 86%;vertical-align: text-top;display: inline-block;"></span> </li> <li> <span class="lefttit">原文格式</span> <span>PDF</span> </li> <li> <span class="lefttit">正文语种</span> <span>other</span> </li> <li> <span class="lefttit">中图分类</span> <span><a href="https://www.zhangqiaokeyan.com/clc/240.html" title="建筑科学">建筑科学;</a></span> </li> <li class="antistop"> <span class="lefttit">关键词</span> <p style="width: 86%;vertical-align: text-top;"> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Teilsicherheitsbeiwerte&option=203" rel="nofollow">Teilsicherheitsbeiwerte;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Equipment&option=203" rel="nofollow">Equipment;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Zuverl?ssigkeit&option=203" rel="nofollow">Zuverl?ssigkeit;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Industriebau&option=203" rel="nofollow">Industriebau;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=CodeCal&option=203" rel="nofollow">CodeCal;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Einwirkungen&option=203" rel="nofollow">Einwirkungen;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Zuverl?ssigkeitsniveau&option=203" rel="nofollow">Zuverl?ssigkeitsniveau;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Nutzlasten&option=203" rel="nofollow">Nutzlasten;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Teilsicherheitskonzept&option=203" rel="nofollow">Teilsicherheitskonzept;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Eurocode&option=203" rel="nofollow">Eurocode;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Industriebau&option=203" rel="nofollow">Industriebau;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Tanklast&option=203" rel="nofollow">Tanklast;</a> </p> <div class="translation"> 机译：部分安全控制;设备;可靠性;工业建筑;编码;效果;可靠性水平;有效载荷;部分安全概念;欧洲安全概念;工业建筑;TANKLAST; 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