\u4ec5\u4f9b\u5b66\u4e60\u4ea4\u6d41\uff0c\u8bf7\u52ff\u7528\u4e8e\u5546\u4e1a\u7528\u9014\u3002\u7981\u6b62\u8f6c\u8f7d\u3002<\/p>\n
\u7531\u4e8e\u6d89\u53ca\u8457\u4f5c\u7248\u6743\uff0c\u4e0d\u5bf9\u5916\u63d0\u4f9b\u3002<\/p>\n
\u4f7f\u7528\u6b27\u6d32\u89c4\u8303<\/a>EC3\uff0c\u5e76\u7ed3\u5408NCCI<\/a>\u53ef\u4ee5\u89e3\u51b3\u5927\u591a\u6570\u94a2\u7ed3\u6784\u8bbe\u8ba1\u95ee\u9898\uff0c\u5982\u60f3\u8fdb\u4e00\u6b65\u4e86\u89e3\u53ef\u4ee5\u770b\u82f1\u56fd\u94a2\u7ed3\u6784\u534f\u4f1a\u7684\u51fa\u7248\u7269<\/a>\u3002\u5982\u4ecd\u7136\u5b58\u5728\u7591\u96be\u95ee\u9898\u4e5f\u53ef\u54a8\u8be2\u672c\u4eba<\/a>\u3002<\/p>\n Eurocode Non-Contradictory Complementary Information<\/strong><\/p>\n \u6b27\u6d32\u89c4\u8303\u65e0\u77db\u76fe\u8865\u5145\u4fe1\u606f\u8d44\u6599\u3002<\/p>\n","protected":false},"author":1,"featured_media":4389,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"ngg_post_thumbnail":0,"footnotes":""},"categories":[19],"tags":[20,55,21,107],"class_list":["post-409","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-eurocodes","tag-eurocode","tag-ncci","tag-download","tag-eurocodes"],"_links":{"self":[{"href":"http:\/\/101.37.83.176\/index.php?rest_route=\/wp\/v2\/posts\/409","targetHints":{"allow":["GET"]}}],"collection":[{"href":"http:\/\/101.37.83.176\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"http:\/\/101.37.83.176\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"http:\/\/101.37.83.176\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"http:\/\/101.37.83.176\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=409"}],"version-history":[{"count":0,"href":"http:\/\/101.37.83.176\/index.php?rest_route=\/wp\/v2\/posts\/409\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"http:\/\/101.37.83.176\/index.php?rest_route=\/wp\/v2\/media\/4389"}],"wp:attachment":[{"href":"http:\/\/101.37.83.176\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=409"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"http:\/\/101.37.83.176\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=409"},{"taxonomy":"post_tag","embeddable":true,"href":"http:\/\/101.37.83.176\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=409"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}\n\n
\n NCCI<\/strong><\/td>\n Non-Contradictory Complementary Information<\/strong><\/td>\n<\/tr>\n \n SN001a-EN-EU<\/a><\/td>\n Critical axial load for torsional and flexural torsional<\/td>\n<\/tr>\n \n SN002a-EN-EU<\/a><\/td>\n Determination of non-dimensional slenderness of I and H sections<\/td>\n<\/tr>\n \n SN003a-EN-EU<\/a><\/td>\n Elastic critical moment for lateral torsional buckling<\/td>\n<\/tr>\n \n SN004a-EN-EU<\/a><\/td>\n Calculation of alpha-cr<\/td>\n<\/tr>\n \n SN005a-EN-EU<\/a><\/td>\n Determination of moments on columns in simple construction<\/td>\n<\/tr>\n \n SN006a-EN-EU<\/a><\/td>\n Elastic critical moment of cantilevers<\/td>\n<\/tr>\n \n SN007a-EN-EU<\/a><\/td>\n Torsion<\/td>\n<\/tr>\n \n SN008a-EN-EU<\/a><\/td>\n Buckling lengths of columns – rigorous approach<\/td>\n<\/tr>\n \n SN009a-EN-EU<\/a><\/td>\n Effective lengths and destabilizing load parameters for beams and cantilevers – common cases<\/td>\n<\/tr>\n \n SN010a-EN-EU<\/a><\/td>\n Initial Design of non-Composite Beams<\/td>\n<\/tr>\n \n SN012a-EN-EU<\/a><\/td>\n Sizing guidance – non-composite columns (H sections)<\/td>\n<\/tr>\n \n SN013a-EN-EU<\/a><\/td>\n Initial sizing of simple end plate connections<\/td>\n<\/tr>\n \n SN014a-EN-EU<\/a><\/td>\n Shear resistance of a simple end plate connection<\/td>\n<\/tr>\n \n SN015a-EN-EU<\/a><\/td>\n Tying resistance of a simple end plate connection<\/td>\n<\/tr>\n \n SN016a-EN-EU<\/a><\/td>\n Initial sizing of fin plate connections<\/td>\n<\/tr>\n \n SN017a-EN-EU<\/a><\/td>\n Shear resistance of a fin plate connection<\/td>\n<\/tr>\n \n SN018a-EN-EU<\/a><\/td>\n Tying resistance of a fin plate connection<\/td>\n<\/tr>\n \n SN019a-EN-EU<\/a><\/td>\n Design rules for web openings in beams<\/td>\n<\/tr>\n \n SN020a-EN-EU<\/a><\/td>\n Simple Construction – concept and typical frame<\/td>\n<\/tr>\n \n SN021a-EN-EU<\/a><\/td>\n Design of simple column bases with shear nibs<\/td>\n<\/tr>\n \n SN022a-EN-EU<\/a><\/td>\n Initial Design of Composite Beams<\/td>\n<\/tr>\n \n SN023a-EN-EU<\/a><\/td>\n Design model for non-bearing column splices<\/td>\n<\/tr>\n \n SN024a-EN-EU<\/a><\/td>\n Initial sizing of non-bearing column splices<\/td>\n<\/tr>\n \n SN025a-EN-EU<\/a><\/td>\n Column splices not requiring full continuity of stiffeness<\/td>\n<\/tr>\n \n SN026a-EN-EU<\/a><\/td>\n Bearing column splices<\/td>\n<\/tr>\n \n SN027a-EN-EU<\/a><\/td>\n Design of roof trusses<\/td>\n<\/tr>\n \n SN028a-EN-EU<\/a><\/td>\n Initial sizing of vertical bracing for a multi-storey building for design as a braced, non-sway frame<\/td>\n<\/tr>\n \n SN029a-EN-EU<\/a><\/td>\n Modelling of portal frames – elastic analysis<\/td>\n<\/tr>\n \n SN030a-EN-EU<\/a><\/td>\n Mono-symmetrical uniform members under bending and axial compression<\/td>\n<\/tr>\n \n SN031a-EN-EU<\/a><\/td>\n Effective lengths of columns and truss elements in truss portal frame construction<\/td>\n<\/tr>\n \n SN032a-EN-EU<\/a><\/td>\n General method for out-of-plane buckling in portal frames<\/td>\n<\/tr>\n \n SN033a-EN-EU<\/a><\/td>\n Simple methods for second order effects in portal frames<\/td>\n<\/tr>\n \n SN034a-EN-EU<\/a><\/td>\n Vertical and horizontal deflection limits for multi-storey buildings<\/td>\n<\/tr>\n \n SN035a-EN-EU<\/a><\/td>\n Practical deflection limits for single storey buildings<\/td>\n<\/tr>\n \n SN036a-EN-EU<\/a><\/td>\n Vibrations<\/td>\n<\/tr>\n \n SN037a-EN-EU<\/a><\/td>\n Design model for simple column bases- axially loaded I section columns<\/td>\n<\/tr>\n \n SN038a-EN-EU<\/a><\/td>\n Design of a notched section at the end of a beam<\/td>\n<\/tr>\n \n SN039a-EN-EU<\/a><\/td>\n Practical analytical models for portal frames (plastic analysis)<\/td>\n<\/tr>\n \n SN040a-EN-EU<\/a><\/td>\n Design model for welded joints in trusses using structural hollow sections<\/td>\n<\/tr>\n \n SN041a-EN-EU<\/a><\/td>\n Design of portal frame eaves connections<\/td>\n<\/tr>\n \n SN042a-EN-EU<\/a><\/td>\n Design of portal frame apex connections<\/td>\n<\/tr>\n \n SN043a-EN-EU<\/a><\/td>\n Design of fixed column base joints<\/td>\n<\/tr>\n \n SN044a-EN-EU<\/a><\/td>\n Design models for splices in structural hollow<\/td>\n<\/tr>\n \n SN045a-EN-EU<\/a><\/td>\n Column base stiffness for global analysis<\/td>\n<\/tr>\n \n SN046a-EN-EU<\/a><\/td>\n Design of out of plane and transverse restraint systems for portal frames<\/td>\n<\/tr>\n \n SN047a-EN-EU<\/a><\/td>\n Simplified approaches to the selection of equivalent horizontal forces for the global analysis of braced and unbraced frames<\/td>\n<\/tr>\n \n SN048b-EN-GB<\/a><\/td>\n Verification of columns in simple construction – a simplified interaction criterion<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"excerpt":{"rendered":"