[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fHA4tiBozzjYQ3YXtclT1UjteHUMNS2TOTX7CVsuBtG4":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":16,"related":17,"source":27,"type":28},[],"2026-01-31 13:53:34",317979196,[8,9,10,11],"43.5","42","43.4","44.9",{"courseId":13,"courseImg":14,"courseName":15},"f23886f2656d6fbb299a037fc6383dfa","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F7e2d5ad53be3d12aacc56ee37db405b7.jpg","\t高层建筑结构设计\t24022711\t","某办公楼,建筑屋面为平屋面,室外设计地面的标高为-1.400m,室内设计地面的标高为±0.000m,室外设计地面至屋面面层和女儿墙顶的高度分别为 42m 和 43.5m,该办公楼的建筑高度为( )m",[18,29,32,41,50,59,68,77,86,95],{"answer":19,"createTime":5,"id":20,"options":21,"question":26,"source":27,"type":28},[],317979195,[22,23,24,25],"建在我国渤海湾南岸","建在上海郊区","建在房屋稀疏的某乡村小镇","建在北京市3环以内","在下列地点建造相同高度的高层建筑,什么地点所受的风力最大?( )","v1",0,{"answer":30,"createTime":5,"id":6,"options":31,"question":16,"source":27,"type":28},[],[8,9,10,11],{"answer":33,"createTime":5,"id":34,"options":35,"question":40,"source":27,"type":28},[],317979197,[36,37,38,39],"48","49.2","47.2","48.2","某住宅建筑,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,该住宅建筑的高度为( )m",{"answer":42,"createTime":5,"id":43,"options":44,"question":49,"source":27,"type":28},[],317979198,[45,46,47,48],"柱下独立基础","筏形基础","条形基础","箱型基础","对于层数不多、土质较弱,且柱网柱距较小荷载较大的高层框架结构,优先选用以下哪种基础型式( )",{"answer":51,"createTime":5,"id":52,"options":53,"question":58,"source":27,"type":28},[],317979199,[54,55,56,57],"框架-剪力墙结构","板柱-剪力墙结构","框架-核心筒结构","框筒-框架结构","由钢筋混凝土核心筒和周边框架组成的结构体系为( )",{"answer":60,"createTime":5,"id":61,"options":62,"question":67,"source":27,"type":28},[],317979200,[63,64,65,66],"8.3","10","15","18","150m高的建筑,采用天然地基,基础埋深不宜小于( )m",{"answer":69,"createTime":5,"id":70,"options":71,"question":76,"source":27,"type":28},[],317979201,[72,73,74,75],"当地10年一遇10米高10min平均风压值","当地50年一遇10米高10min平均风压值","当地100年一遇10米高10min平均风压值","当地150年一遇10米高10min平均风压值","根据《工程结构通用规范》GB55001规定,在进行主体结构计算时,基本风压w0取( )",{"answer":78,"createTime":5,"id":79,"options":80,"question":85,"source":27,"type":28},[],317979202,[81,82,83,84],"1.5","2","1","2.5","地下室顶板作为上部结构的嵌固部位,要求地下室结构的楼层侧向刚度不宜小于相邻上部结构楼层侧向刚度的( )倍",{"answer":87,"createTime":5,"id":88,"options":89,"question":94,"source":27,"type":28},[],317979203,[90,91,92,93],"应采用装配整体式楼面结构","可采用装配整体式楼面结构","应采用现浇搂面结构","应优先采用现浇楼面结构","房屋的顶层、结构转换层、平面复杂或开洞过大的楼层楼面结构.《高层建筑混凝土结构技术规程》的规定:( )",{"answer":96,"createTime":5,"id":97,"options":98,"question":103,"source":27,"type":28},[],317979204,[99,100,101,102],"竖向荷载","水平荷载","恒荷载","活荷载","剪力墙是一种既能很好承担竖向荷载,又能较好地抵抗( )的墙,通常为钢筋混凝土墙"]