[{"data":1,"prerenderedAt":65},["ShallowReactive",2],{"docs:xfem4u:en:ribbons\u002Fgeneral\u002Fresults\u002Fearthquake":3},{"id":4,"title":5,"body":6,"description":55,"extension":58,"meta":59,"navigation":60,"path":61,"seo":62,"stem":63,"__hash__":64},"docs_en\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fresults\u002Fearthquake\u002Findex.md","Earthquake",{"type":7,"value":8,"toc":54},"minimark",[9,13,21,32,37,40,45,48,51],[10,11,5],"h1",{"id":12},"earthquake",[14,15,16],"p",{},[17,18],"img",{"alt":19,"src":20},"Earthquake settings","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fimages\u002Fearthquake-settings.png",[14,22,23,27,28,31],{},[24,25,26],"strong",{},"Location"," and the ",[24,29,30],{},"Design NPR 9998:2018 parameters"," can be determined with NEN NPR 9998 web tool.",[14,33,34],{},[24,35,36],{},"Type of construction",[14,38,39],{},"Choice from Existing construction\u002FRenovation\u002FNew construction. Together with the consequence class, this determines the importance factor according to table 2.4 of NPR 9998+c1:2020",[14,41,42],{},[24,43,44],{},"Behavior factor q",[14,46,47],{},"Factor used for design and calculation purposes to reduce the forces in a linear calculation, to account for the non-linear behavior of a structure, related to the material, the structural system and the design procedures.",[14,49,50],{},"A higher value means more reduction and thus a lower load due to earthquake.",[14,52,53],{},"See also Earthquake",{"title":55,"searchDepth":56,"depth":56,"links":57},"",3,[],"md",{},true,"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fresults\u002Fearthquake",{"title":5,"description":55},"docs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fresults\u002Fearthquake\u002Findex","kcy0oQv5P9KUTZvbbNP5RHPFLIddlpgTW2rDTqtJ-8Q",1793711134991]