{"id":32205,"date":"2018-12-18T04:23:38","date_gmt":"2018-12-18T04:23:38","guid":{"rendered":"\/forum\/forums\/topic\/how-to-set-response-constraints-that-are-not-included-in-the-default-setting\/"},"modified":"2018-12-18T04:23:38","modified_gmt":"2018-12-18T04:23:38","slug":"how-to-set-response-constraints-that-are-not-included-in-the-default-setting","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/how-to-set-response-constraints-that-are-not-included-in-the-default-setting\/","title":{"rendered":"How to set response constraints that are not included in the default setting?"},"content":{"rendered":"<p style=\"box-sizing: border-box; margin: 0px 0px 10px; font-size: 15px; overflow-x: hidden; font-family: 'Open Sans', Arial, Helvetica, sans-serif;\">I have read through the documentation for topology optimization on ANSYS help completely and I still cannot figure out how to set up a response constraint that is not included in the default (mass,volume,stress,natural frequency). I want to set up a response constraint that involves the modal stiffness of the structure, any ideas on how could this be done or whether is it possible to do in ANSYS in the first place?<\/p>\n<p><\/p>\n<p style=\"box-sizing: border-box; margin: 0px 0px 10px; font-size: 15px; overflow-x: hidden; font-family: 'Open Sans', Arial, Helvetica, sans-serif;\">&nbsp;<\/p>\n<p><\/p>\n<p style=\"box-sizing: border-box; margin: 0px 0px 10px; font-size: 15px; overflow-x: hidden; font-family: 'Open Sans', Arial, Helvetica, sans-serif;\">Thank you for spending time reading this.<\/p>\n","protected":false},"template":"","class_list":["post-32205","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_old_topic_id":["4377"],"_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":["3233"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["32205"],"_bbp_forum_id":["27791"],"_bbp_engagement":["240","897","161048"],"_bbp_voice_count":["3"],"_bbp_reply_count":["4"],"_bbp_last_reply_id":["72824"],"_bbp_last_active_id":["72824"],"_bbp_last_active_time":["2018-12-19 08:20:40"]},"test":"timlim123"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/32205","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\/32205\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=32205"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}