{"id":115,"date":"2015-03-08T17:38:35","date_gmt":"2015-03-09T00:38:35","guid":{"rendered":"http:\/\/damengineer.com\/blog\/?p=115"},"modified":"2023-12-30T16:15:03","modified_gmt":"2023-12-31T00:15:03","slug":"design-earthquakes-definitions","status":"publish","type":"post","link":"https:\/\/damengineer.com\/blog\/?p=115","title":{"rendered":"Design Earthquakes &#8211; Definitions"},"content":{"rendered":"<p>For Concrete Structures: OBE (operational basis earthquake) = 144-yr Return Period (50 percent chance of being exceeded in 100 years).<\/p>\n<p>Max. Design EQ: for Structures Defined As Critical use MCE, In general for other structures, MDE = 950-yr return period (10 percent chance of being exceeded in 100 years).<\/p>\n<p>MCE is defined as the greatest earthquake that can reasonable be expected to be generated by a specific source (which comes from a deterministic site hazard analysis).<\/p>\n<p>USACE references:\u00a0<a href=\"http:\/\/www.publications.usace.army.mil\/USACEPublications\/EngineerManuals\/tabid\/16439\/u43544q\/656D20313131302D322D32313030\/Default.aspx\">Stability Analysis of Concrete Structures<\/a>,\u00a0<a href=\"http:\/\/www.publications.usace.army.mil\/USACEPublications\/EngineerManuals\/tabid\/16439\/u43544q\/656D20313131302D322D36303533\/Default.aspx\">Earthquake Design and Evaluation of Concrete Hydraulic Structures<\/a>,\u00a0<a href=\"http:\/\/www.publications.usace.army.mil\/USACEPublications\/EngineerRegulations\/tabid\/16441\/u43546q\/313131302D322D31383036\/Default.aspx\">Earthquake Design and Evaluation for CW Projects<\/a>.\u00a0<a href=\"http:\/\/www.publications.usace.army.mil\/USACEPublications\/EngineerRegulations\/tabid\/16441\/u43546q\/313131302D322D31313536\/Default.aspx\">Safety of Dams &#8211; Policies and Procedures<\/a>.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>For Concrete Structures: OBE (operational basis earthquake) = 144-yr Return Period (50 percent chance of being exceeded in 100 years). Max. Design EQ: for Structures Defined As Critical use MCE, In general for other structures, MDE = 950-yr return period &hellip; <a href=\"https:\/\/damengineer.com\/blog\/?p=115\">Continue reading <span class=\"meta-nav\">&rarr;<\/span><\/a><\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[13],"tags":[],"class_list":["post-115","post","type-post","status-publish","format-standard","hentry","category-design-policy"],"_links":{"self":[{"href":"https:\/\/damengineer.com\/blog\/index.php?rest_route=\/wp\/v2\/posts\/115","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/damengineer.com\/blog\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/damengineer.com\/blog\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/damengineer.com\/blog\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/damengineer.com\/blog\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=115"}],"version-history":[{"count":7,"href":"https:\/\/damengineer.com\/blog\/index.php?rest_route=\/wp\/v2\/posts\/115\/revisions"}],"predecessor-version":[{"id":132,"href":"https:\/\/damengineer.com\/blog\/index.php?rest_route=\/wp\/v2\/posts\/115\/revisions\/132"}],"wp:attachment":[{"href":"https:\/\/damengineer.com\/blog\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=115"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/damengineer.com\/blog\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=115"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/damengineer.com\/blog\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=115"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}