[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fOdA5w0JVQV_Zqrue4D6nuS-GWgutxozoo4EUhZ3z2Lk":3},{"id":4,"source":5,"question":6,"options":7,"answer":12,"related":13,"type":24,"origin":108,"createTime":37},121499292,"v1","在水平力作用下,高层剪力墙结构的变形形态一般为( )",[8,9,10,11],"弯曲型或弯剪型","弯剪型","剪切型","不确定",[],[14,27,38,48,58,64,74,84,94,104],{"id":15,"source":5,"question":16,"options":17,"answer":22,"related":23,"type":24,"origin":25,"createTime":26},121499240,"如下图所示为某两个建筑的平面布局,请判断各属于( )平面不规则类型. \u003Cimg src=\"https:\u002F\u002Fp.ananas.chaoxing.com\u002Fstar3\u002Forigin\u002Fd7aa807a254ed73a92173f9de0bccb7e.png\">",[18,19,20,21],"凹凸不规则 凹凸不规则","凹凸不规则 楼板局部不连续","楼板局部不连续 凹凸不规则","楼板局部不连续 楼板局部不连续",[],[],0,null,"2023-12-25T20:17:13+08:00",{"id":28,"source":5,"question":29,"options":30,"answer":35,"related":36,"type":24,"origin":25,"createTime":37},121499248,"对于层数不多、土质较好的框架结构,以下更为合适的基础型式为( )",[31,32,33,34],"柱下独立基础","筏形基础","复合基础","桩基础",[],[],"2023-12-25T20:17:14+08:00",{"id":39,"source":5,"question":40,"options":41,"answer":46,"related":47,"type":24,"origin":25,"createTime":37},121499253,"根据《建筑与市政工程抗震通用规范》规定,当遭遇相当于本地区设防烈度的地震影响时,建筑物应当( )",[42,43,44,45],"主体结构不受损坏或不需修理可继续使用","可能发生损伤,但经一般性修理可继续使用","是否受损应依据建筑重要性而定","不致倒塌或发生危及生命的严重破坏",[],[],{"id":49,"source":5,"question":50,"options":51,"answer":56,"related":57,"type":24,"origin":25,"createTime":37},121499259,"一幢高65m 钢筋混凝土框架-剪力墙结构, 6 度抗震设防、Ⅳ类场地、乙类建筑.设有与该主楼连为整体的裙房、裙房为钢筋混凝土框架结构,从主楼周边外延3 跨且不大于20m,高15m.裙房下设有地下车库和设备用房.裙房地下一层结构用于抗震措施的抗震等级( )",[52,53,54,55],"一级","二级","三级","四级",[],[],{"id":59,"source":5,"question":60,"options":61,"answer":62,"related":63,"type":24,"origin":25,"createTime":37},121499263,"已知某框架结构为丙类建筑,总高H=33m ,所处地区为Ⅱ类场地,抗震设防烈度为7 度,则此框架结构抗震措施所采用的的抗震等级为( )",[52,53,54,55],[],[],{"id":65,"source":5,"question":66,"options":67,"answer":72,"related":73,"type":24,"origin":25,"createTime":37},121499268,"框架结构设计时,为了预防整个结构在地震作用下发生脆性破坏,我国规范规定设计时应根据结构类型和抗震等级限定框架柱( )最大值",[68,69,70,71],"楼层位移","轴压比","层间位移角","剪压比",[],[],{"id":75,"source":5,"question":76,"options":77,"answer":82,"related":83,"type":24,"origin":25,"createTime":37},121499271,"某商业建筑,建筑屋面为坡屋面,室内设计地面至檐口、屋脊的高度分别为 46m 和 48m,室内、外设计地面的标高分别为±0.000m 和- 1.200m,该商业建筑的高度为( )m",[78,79,80,81],"45.8","47","48.2","46.8",[],[],{"id":85,"source":5,"question":86,"options":87,"answer":92,"related":93,"type":24,"origin":25,"createTime":37},121499276,"某商业建筑,建筑首层室内地坪标髙为±0.000 m,室外地坪标高为-0.300 m,该建筑屋面为坡屋顶,建筑室外设计地面至其檐口、屋脊的高度分别为 50m、52m, 该建筑的建筑高度为( )m",[88,89,90,91],"50","51","52","51.3",[],[],{"id":95,"source":5,"question":96,"options":97,"answer":102,"related":103,"type":24,"origin":25,"createTime":37},121499285,"地下室顶板作为上部结构的嵌固部位,要求地下室顶板厚度不宜小于( )mm",[98,99,100,101],"160","180","200","250",[],[],{"id":4,"source":5,"question":6,"options":105,"answer":106,"related":107,"type":24,"origin":25,"createTime":37},[8,9,10,11],[],[],{"courseName":109,"courseImg":110,"workName":111,"workId":111,"count":24,"courseId":112},"高层建筑结构设计（第四版） 沈蒲生 编著","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F574e34bfa978dd7a5bf2dfcb88dacdd2.jpg","","dabc699b546669363daf9a47152d71a4"]