{"id":28978,"date":"2018-03-29T15:14:58","date_gmt":"2018-03-29T15:14:58","guid":{"rendered":"\/forum\/forums\/topic\/wind-loading-on-hemispherical-dome\/"},"modified":"2018-03-29T15:14:58","modified_gmt":"2018-03-29T15:14:58","slug":"wind-loading-on-hemispherical-dome","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/wind-loading-on-hemispherical-dome\/","title":{"rendered":"Wind Loading on Hemispherical Dome"},"content":{"rendered":"<p>Hello, I am a student at Baker College for Civil Engineering. I am working on a project for analyzing a hemispherical concrete dome under wind loading. The dome is modeled using Shell281 element and as a simple hemispherical dome of radius 12m. The wind loading is to be a velocity of 33 m\/s. This project is to be done as simply as possible, without using considerations for building codes or other detailed factors. I would appreciate anyone who could explain to me a method for applying the wind load in APDL in the most simple way possible. I have very little experience with ANSYS. The attachment is the distribution of pressure coefficients that I have been working with.Thanks in advance.&nbsp;<\/p>\n","protected":false},"template":"","class_list":["post-28978","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Hello, I am a student at Baker College for Civil Engineering. I am working on a project for analyzing a hemispherical concrete dome under wind loading. The dome is modeled using Shell281 element and as a simple hemispherical dome of radius 12m. The wind loading is to be a velocity of 33 m\/s. This project\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/wind-loading-on-hemispherical-dome\/\" \/>\n\t<meta name=\"generator\" content=\"All in One SEO (AIOSEO) 4.9.10\" \/>\n\t\t<meta property=\"og:locale\" content=\"en_US\" \/>\n\t\t<meta property=\"og:site_name\" content=\"Ansys Learning Forum | Ansys Innovation Space\" \/>\n\t\t<meta property=\"og:type\" content=\"article\" \/>\n\t\t<meta property=\"og:title\" content=\"Wind Loading on Hemispherical Dome | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"Hello, I am a student at Baker College for Civil Engineering. I am working on a project for analyzing a hemispherical concrete dome under wind loading. The dome is modeled using Shell281 element and as a simple hemispherical dome of radius 12m. The wind loading is to be a velocity of 33 m\/s. This project\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/wind-loading-on-hemispherical-dome\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2018-03-29T15:14:58+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2018-03-29T15:14:58+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Wind Loading on Hemispherical Dome | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"Hello, I am a student at Baker College for Civil Engineering. I am working on a project for analyzing a hemispherical concrete dome under wind loading. The dome is modeled using Shell281 element and as a simple hemispherical dome of radius 12m. The wind loading is to be a velocity of 33 m\/s. This project\" \/>\n\t\t<script type=\"application\/ld+json\" class=\"aioseo-schema\">\n\t\t\t{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/wind-loading-on-hemispherical-dome\\\/#breadcrumblist\",\"itemListElement\":[{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum#listItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\",\"nextItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/topics\\\/#listItem\",\"name\":\"Topics\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/topics\\\/#listItem\",\"position\":2,\"name\":\"Topics\",\"item\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/topics\\\/\",\"nextItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/wind-loading-on-hemispherical-dome\\\/#listItem\",\"name\":\"Wind Loading on Hemispherical Dome\"},\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum#listItem\",\"name\":\"Home\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/wind-loading-on-hemispherical-dome\\\/#listItem\",\"position\":3,\"name\":\"Wind Loading on Hemispherical Dome\",\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/topics\\\/#listItem\",\"name\":\"Topics\"}}]},{\"@type\":\"Organization\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#organization\",\"name\":\"Ansys Learning Forum\",\"description\":\"Ansys Innovation Space\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/\"},{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/wind-loading-on-hemispherical-dome\\\/#webpage\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/wind-loading-on-hemispherical-dome\\\/\",\"name\":\"Wind Loading on Hemispherical Dome | Ansys Learning Forum\",\"description\":\"Hello, I am a student at Baker College for Civil Engineering. I am working on a project for analyzing a hemispherical concrete dome under wind loading. The dome is modeled using Shell281 element and as a simple hemispherical dome of radius 12m. The wind loading is to be a velocity of 33 m\\\/s. This project\",\"inLanguage\":\"en-US\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#website\"},\"breadcrumb\":{\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/wind-loading-on-hemispherical-dome\\\/#breadcrumblist\"},\"datePublished\":\"2018-03-29T15:14:58+00:00\",\"dateModified\":\"2018-03-29T15:14:58+00:00\"},{\"@type\":\"WebSite\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#website\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/\",\"name\":\"Ansys Learning Forum\",\"description\":\"Ansys Innovation Space\",\"inLanguage\":\"en-US\",\"publisher\":{\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#organization\"}}]}\n\t\t<\/script>\n\t\t<!-- All in One SEO -->\n\n","aioseo_head_json":{"title":"Wind Loading on Hemispherical Dome | Ansys Learning Forum","description":"Hello, I am a student at Baker College for Civil Engineering. I am working on a project for analyzing a hemispherical concrete dome under wind loading. The dome is modeled using Shell281 element and as a simple hemispherical dome of radius 12m. The wind loading is to be a velocity of 33 m\/s. This project","canonical_url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/wind-loading-on-hemispherical-dome\/","robots":"max-image-preview:large","keywords":"","webmasterTools":{"miscellaneous":""},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"BreadcrumbList","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/wind-loading-on-hemispherical-dome\/#breadcrumblist","itemListElement":[{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum#listItem","position":1,"name":"Home","item":"https:\/\/innovationspace.ansys.com\/forum","nextItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/topics\/#listItem","name":"Topics"}},{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/topics\/#listItem","position":2,"name":"Topics","item":"https:\/\/innovationspace.ansys.com\/forum\/topics\/","nextItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/wind-loading-on-hemispherical-dome\/#listItem","name":"Wind Loading on Hemispherical Dome"},"previousItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum#listItem","name":"Home"}},{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/wind-loading-on-hemispherical-dome\/#listItem","position":3,"name":"Wind Loading on Hemispherical Dome","previousItem":{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/topics\/#listItem","name":"Topics"}}]},{"@type":"Organization","@id":"https:\/\/innovationspace.ansys.com\/forum\/#organization","name":"Ansys Learning Forum","description":"Ansys Innovation Space","url":"https:\/\/innovationspace.ansys.com\/forum\/"},{"@type":"WebPage","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/wind-loading-on-hemispherical-dome\/#webpage","url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/wind-loading-on-hemispherical-dome\/","name":"Wind Loading on Hemispherical Dome | Ansys Learning Forum","description":"Hello, I am a student at Baker College for Civil Engineering. I am working on a project for analyzing a hemispherical concrete dome under wind loading. The dome is modeled using Shell281 element and as a simple hemispherical dome of radius 12m. The wind loading is to be a velocity of 33 m\/s. This project","inLanguage":"en-US","isPartOf":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/#website"},"breadcrumb":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/wind-loading-on-hemispherical-dome\/#breadcrumblist"},"datePublished":"2018-03-29T15:14:58+00:00","dateModified":"2018-03-29T15:14:58+00:00"},{"@type":"WebSite","@id":"https:\/\/innovationspace.ansys.com\/forum\/#website","url":"https:\/\/innovationspace.ansys.com\/forum\/","name":"Ansys Learning Forum","description":"Ansys Innovation Space","inLanguage":"en-US","publisher":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/#organization"}}]},"og:locale":"en_US","og:site_name":"Ansys Learning Forum | Ansys Innovation Space","og:type":"article","og:title":"Wind Loading on Hemispherical Dome | Ansys Learning Forum","og:description":"Hello, I am a student at Baker College for Civil Engineering. I am working on a project for analyzing a hemispherical concrete dome under wind loading. The dome is modeled using Shell281 element and as a simple hemispherical dome of radius 12m. The wind loading is to be a velocity of 33 m\/s. This project","og:url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/wind-loading-on-hemispherical-dome\/","article:published_time":"2018-03-29T15:14:58+00:00","article:modified_time":"2018-03-29T15:14:58+00:00","twitter:card":"summary_large_image","twitter:title":"Wind Loading on Hemispherical Dome | Ansys Learning Forum","twitter:description":"Hello, I am a student at Baker College for Civil Engineering. I am working on a project for analyzing a hemispherical concrete dome under wind loading. The dome is modeled using Shell281 element and as a simple hemispherical dome of radius 12m. The wind loading is to be a velocity of 33 m\/s. This project"},"aioseo_meta_data":{"post_id":"28978","title":null,"description":null,"keywords":null,"keyphrases":null,"primary_term":null,"canonical_url":null,"og_title":null,"og_description":null,"og_object_type":"default","og_image_type":"content","og_image_url":null,"og_image_width":null,"og_image_height":null,"og_image_custom_url":null,"og_image_custom_fields":null,"og_video":null,"og_custom_url":null,"og_article_section":null,"og_article_tags":null,"twitter_use_og":true,"twitter_card":"default","twitter_image_type":"default","twitter_image_url":null,"twitter_image_custom_url":null,"twitter_image_custom_fields":null,"twitter_title":null,"twitter_description":null,"schema":{"blockGraphs":[],"customGraphs":[],"default":{"data":{"Article":[],"Course":[],"Dataset":[],"FAQPage":[],"Movie":[],"Person":[],"Product":[],"ProductReview":[],"Car":[],"Recipe":[],"Service":[],"SoftwareApplication":[],"WebPage":[]},"graphName":"","isEnabled":true},"graphs":[]},"schema_type":"default","schema_type_options":null,"pillar_content":false,"robots_default":true,"robots_noindex":false,"robots_noarchive":false,"robots_nosnippet":false,"robots_nofollow":false,"robots_noimageindex":false,"robots_noodp":false,"robots_notranslate":false,"robots_max_snippet":null,"robots_max_videopreview":null,"robots_max_imagepreview":"large","priority":null,"frequency":null,"local_seo":null,"limit_modified_date":false,"created":"2024-10-28 23:31:43","updated":"2024-10-28 23:31:43","ai":null,"breadcrumb_settings":null,"seo_analyzer_scan_date":null},"aioseo_breadcrumb":"<div class=\"aioseo-breadcrumbs\"><span class=\"aioseo-breadcrumb\">\n\t\t\t<a href=\"https:\/\/innovationspace.ansys.com\/forum\" title=\"Home\">Home<\/a>\n\t\t<\/span><span class=\"aioseo-breadcrumb-separator\">&raquo;<\/span><span class=\"aioseo-breadcrumb\">\n\t\t\t<a href=\"https:\/\/innovationspace.ansys.com\/forum\/topics\/\" title=\"Topics\">Topics<\/a>\n\t\t<\/span><span class=\"aioseo-breadcrumb-separator\">&raquo;<\/span><span class=\"aioseo-breadcrumb\">\n\t\t\tWind Loading on Hemispherical Dome\n\t\t<\/span><\/div>","aioseo_breadcrumb_json":[{"label":"Home","link":"https:\/\/innovationspace.ansys.com\/forum"},{"label":"Topics","link":"https:\/\/innovationspace.ansys.com\/forum\/topics\/"},{"label":"Wind Loading on Hemispherical Dome","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/wind-loading-on-hemispherical-dome\/"}],"acf":[],"custom_fields":[{"0":{"_bbp_old_topic_id":["1145"],"_bbp_old_topic_author_name_id":["Anonymous"],"_bbp_old_is_topic_anonymous_id":["false"],"_bbp_old_closed_status_id":["publish"],"_bbp_author_ip":[null],"_bbp_old_sticky_status_id":["normal"],"_bbp_likes_count":["0","0","0","0","0"],"_btv_view_count":["1102"],"_bbp_subscription":["236082"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["28978"],"_bbp_forum_id":["27791"],"_bbp_engagement":["240","156535"],"_bbp_voice_count":["2"],"_bbp_reply_count":["15"],"_bbp_last_reply_id":["57752"],"_bbp_last_active_id":["57752"],"_bbp_last_active_time":["2018-04-07 15:05:37"]},"test":"glopez06"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/28978","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/topic"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/28978\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=28978"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}