{"id":3195,"date":"2017-04-11T15:45:49","date_gmt":"2017-04-11T13:45:49","guid":{"rendered":"http:\/\/waldertrueb.ch\/?p=3195"},"modified":"2017-04-19T09:47:07","modified_gmt":"2017-04-19T07:47:07","slug":"ingenieur-schwingungsberechnungen","status":"publish","type":"post","link":"https:\/\/waldertrueb.ch\/de\/ingenieur-schwingungsberechnungen\/","title":{"rendered":"Schwingungsberechnungen"},"content":{"rendered":"\n<style type=\"text\/css\" data-created_by=\"avia_inline_auto\" id=\"style-css-av-av_section-0ce92e89eefb25b1d53800833c82e676\">\n.avia-section.av-av_section-0ce92e89eefb25b1d53800833c82e676{\nbackground-repeat:no-repeat;\nbackground-image:url(https:\/\/waldertrueb.ch\/web\/wp-content\/uploads\/2016\/11\/Definitv_ohnepunkte.jpg);\nbackground-position:0% 0%;\nbackground-attachment:scroll;\n}\n<\/style>\n<div id='av_section_1'  class='avia-section av-av_section-0ce92e89eefb25b1d53800833c82e676 main_color avia-section-no-padding avia-no-border-styling  avia-builder-el-0  el_before_av_two_third  avia-builder-el-first  avia-bg-style-scroll av-minimum-height av-minimum-height-custom  container_wrap fullsize'  data-section-bg-repeat='no-repeat'><div class='container av-section-cont-open' style='height:135px'><main  role=\"main\" itemprop=\"mainContentOfPage\"  class='template-page content  av-content-full alpha units'><div class='post-entry post-entry-type-page post-entry-3195'><div class='entry-content-wrapper clearfix'>\n\n<style type=\"text\/css\" data-created_by=\"avia_inline_auto\" id=\"style-css-av-av_one_full-6126cab7d8fab8d08143dd2dacdf673c\">\n.flex_column.av-av_one_full-6126cab7d8fab8d08143dd2dacdf673c{\nborder-radius:0px 0px 0px 0px;\n-webkit-border-radius:0px 0px 0px 0px;\n-moz-border-radius:0px 0px 0px 0px;\n}\n<\/style>\n<div class='flex_column av-av_one_full-6126cab7d8fab8d08143dd2dacdf673c av_one_full  avia-builder-el-1  avia-builder-el-no-sibling  first flex_column_div av-zero-column-padding '   ><style type=\"text\/css\" data-created_by=\"avia_inline_auto\" id=\"style-css-av-av_heading-9918655b2ddde6c5b0fbe228f09f4202\">\n#top .av-special-heading.av-av_heading-9918655b2ddde6c5b0fbe228f09f4202{\npadding-bottom:10px;\n}\nbody .av-special-heading.av-av_heading-9918655b2ddde6c5b0fbe228f09f4202 .av-special-heading-tag .heading-char{\nfont-size:25px;\n}\n.av-special-heading.av-av_heading-9918655b2ddde6c5b0fbe228f09f4202 .av-subheading{\nfont-size:15px;\n}\n<\/style>\n<div  class='av-special-heading av-av_heading-9918655b2ddde6c5b0fbe228f09f4202 av-special-heading-h1 blockquote modern-quote  avia-builder-el-2  avia-builder-el-no-sibling '><h1 class='av-special-heading-tag'  itemprop=\"headline\"  >Schwingungsberechnungen (Time History)<\/h1><div class='av-subheading av-subheading_below'><p>Ingenieur<\/p>\n<\/div><div class=\"special-heading-border\"><div class=\"special-heading-inner-border\"><\/div><\/div><\/div><\/div>\n<\/div><\/div><\/main><!-- close content main element --><\/div><\/div><div id='after_section_1'  class='main_color av_default_container_wrap container_wrap fullsize'  ><div class='container av-section-cont-open' ><div class='template-page content  av-content-full alpha units'><div class='post-entry post-entry-type-page post-entry-3195'><div class='entry-content-wrapper clearfix'>\n\n<style type=\"text\/css\" data-created_by=\"avia_inline_auto\" id=\"style-css-av-av_two_third-6126cab7d8fab8d08143dd2dacdf673c\">\n.flex_column.av-av_two_third-6126cab7d8fab8d08143dd2dacdf673c{\nborder-radius:0px 0px 0px 0px;\n-webkit-border-radius:0px 0px 0px 0px;\n-moz-border-radius:0px 0px 0px 0px;\n}\n<\/style>\n<div class='flex_column av-av_two_third-6126cab7d8fab8d08143dd2dacdf673c av_two_third  avia-builder-el-3  el_after_av_section  el_before_av_one_third  avia-builder-el-first  first flex_column_div av-zero-column-padding '   ><p><section  class='av_textblock_section av-av_textblock-35972167d9f102c5ddaec0c531c98b9e'  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/BlogPosting\" itemprop=\"blogPost\" ><div class='avia_textblock'  itemprop=\"text\" ><p><strong>Bei grossen Stauanlagen oder wichtigen Infrastrukturobjekten m\u00fcssen manchmal dynamische Schwingungsberechnungen zur \u00dcberpr\u00fcfung der Erdbebensicherheit durchgef\u00fchrt werden. Im Gegensatz zu den statischen Methoden wie dem Antwortspektrenverfahren werden der Verlauf der \u00a0Anregung und der Schwingung \u00fcber die Zeit simuliert.<br \/>\n<\/strong><\/p>\n<\/div><\/section><br \/>\n\n<style type=\"text\/css\" data-created_by=\"avia_inline_auto\" id=\"style-css-av-av_image-6ca002d9df50676d4b47e276a3eb613c\">\n.avia-image-container.av-av_image-6ca002d9df50676d4b47e276a3eb613c .av-image-caption-overlay-center{\ncolor:#ffffff;\n}\n<\/style>\n<div  class='avia-image-container av-av_image-6ca002d9df50676d4b47e276a3eb613c av-styling-no-styling avia-align-center  avia-builder-el-5  el_after_av_textblock  el_before_av_textblock '  itemprop=\"image\" itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/ImageObject\" ><div class=\"avia-image-container-inner\"><div class=\"avia-image-overlay-wrap\"><img decoding=\"async\" class='wp-image-1065 avia-img-lazy-loading-not-1065 avia_image' src=\"https:\/\/waldertrueb.ch\/web\/wp-content\/uploads\/2016\/11\/Schwingungsberechnungen_120738233_M.jpg\" alt='Schwingungsberechnungen' title='Schwingungsberechnungen'  height=\"642\" width=\"1000\"  itemprop=\"thumbnailUrl\" srcset=\"https:\/\/waldertrueb.ch\/web\/wp-content\/uploads\/2016\/11\/Schwingungsberechnungen_120738233_M.jpg 1000w, https:\/\/waldertrueb.ch\/web\/wp-content\/uploads\/2016\/11\/Schwingungsberechnungen_120738233_M-300x193.jpg 300w, https:\/\/waldertrueb.ch\/web\/wp-content\/uploads\/2016\/11\/Schwingungsberechnungen_120738233_M-768x493.jpg 768w, https:\/\/waldertrueb.ch\/web\/wp-content\/uploads\/2016\/11\/Schwingungsberechnungen_120738233_M-705x453.jpg 705w, https:\/\/waldertrueb.ch\/web\/wp-content\/uploads\/2016\/11\/Schwingungsberechnungen_120738233_M-450x289.jpg 450w\" sizes=\"(max-width: 1000px) 100vw, 1000px\" \/><\/div><\/div><\/div><br \/>\n<section  class='av_textblock_section av-av_textblock-35972167d9f102c5ddaec0c531c98b9e'  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/BlogPosting\" itemprop=\"blogPost\" ><div class='avia_textblock'  itemprop=\"text\" ><p>Auch im Falle von Fussg\u00e4ngerbr\u00fccken, welche durch marschierende oder h\u00fcpfende Personen angeregt werden, kann eine dynamische Zeitschrittanalyse notwendig sein. Auf diese Weise lassen sich Schwingungsamplifikationen im Detail untersuchen und allenfalls auch die Gebrauchstauglichkeit von Tragwerken in einem kritischen Frequenzbereich nachweisen.<\/p>\n<p>FEnas bietet die M\u00f6glichkeit diese Art von Berechnungen f\u00fcr harmonische Anregungen, aber auch unter Anregung von Erdbeben-Akzelerogrammen durchzuf\u00fchren. Dabei k\u00f6nnen unterschiedliche Massenmodellierungen, D\u00e4mpfungsmodelle und Schwingungstilger modelliert werden. Im Extremfall k\u00f6nnen sogar physikalisch nichtlineare Materialmodelle, welche z.B. die Rissbildung im Beton oder das \u00d6ffnen und Schliessen von Kl\u00fcften ber\u00fccksichtigen, verwendet werden.<\/p>\n<\/div><\/section><\/p><\/div>\n\n<style type=\"text\/css\" data-created_by=\"avia_inline_auto\" id=\"style-css-av-av_one_third-96b8b3e4602814b30fda83b599dc53bd\">\n.flex_column.av-av_one_third-96b8b3e4602814b30fda83b599dc53bd{\nborder-radius:0px 0px 0px 0px;\n-webkit-border-radius:0px 0px 0px 0px;\n-moz-border-radius:0px 0px 0px 0px;\n}\n<\/style>\n<div class='flex_column av-av_one_third-96b8b3e4602814b30fda83b599dc53bd av_one_third  avia-builder-el-7  el_after_av_two_third  el_before_av_textblock  flex_column_div av-zero-column-padding '   ><p><br \/>\n<\/p><\/div>\n<section  class='av_textblock_section av-av_textblock-35972167d9f102c5ddaec0c531c98b9e'  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/BlogPosting\" itemprop=\"blogPost\" ><div class='avia_textblock'  itemprop=\"text\" ><\/div><\/section>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":1065,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"inline_featured_image":false,"_exactmetrics_skip_tracking":false,"_exactmetrics_sitenote_active":false,"_exactmetrics_sitenote_note":"","_exactmetrics_sitenote_category":0,"footnotes":""},"categories":[45],"tags":[],"class_list":["post-3195","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-ingenieur-anwendungen"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v19.12 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Schwingungsberechnungen; 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