[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$f7blDkX7bLIgvaX-CwhHkbW4mU0sZHFxy0jWel1mSUDU":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":8,"question":15,"related":16,"source":27,"type":110},[],"2025-01-04 23:51:52",176313385,[],{"count":9,"courseId":10,"courseImg":11,"courseName":12,"workId":13,"workName":14},314,"d70219e239e318ddb00d3bcdbc3abb74","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002Fbb062ff6068e05b64e1dc4486da29b2a.jpg","混凝土结构基本原理","exam_147728306","1","钢筋与混凝土之间的粘结力是如何组成的",[17,29,38,47,56,65,74,83,92,101],{"answer":18,"createTime":19,"id":20,"options":21,"question":26,"source":27,"type":28},[],"2025-01-04 23:51:50",176313093,[22,23,24,25],"纵向钢筋内表面到混凝土表面的距离","纵向钢筋外表面到混凝土表面的距离","箍筋外表面到混凝土表面的距离","纵向钢筋重心到混凝土表面的距离","混凝土保护层厚度是指()","v1",0,{"answer":30,"createTime":19,"id":31,"options":32,"question":37,"source":27,"type":28},[],176313094,[33,34,35,36],"纵筋和箍筋先到达屈服强度,然后混凝土被压碎而破坏","纵筋先到达屈服强度,箍筋不屈服,混凝土被压碎而破坏","箍筋先到达屈服强度,纵筋不屈服,混凝土被压碎而破坏","纵筋和箍筋均不屈服,混凝土被压碎而破坏","钢筋混凝土纯扭构件的适筋破坏特征是()",{"answer":39,"createTime":19,"id":40,"options":41,"question":46,"source":27,"type":28},[],176313095,[42,43,44,45],"混凝土和钢筋均考虑相关关系","混凝土和钢筋均不考虑相关关系","混凝土不考虑相关关系,钢筋考虑相关关系","混凝土考虑相关关系,钢筋不考虑相关关系","《混凝土结构设计规范》对于剪扭构件承载力计算采用的计算模式是()",{"answer":48,"createTime":19,"id":49,"options":50,"question":55,"source":27,"type":28},[],176313096,[51,52,53,54],"正截面受弯承载力","斜截面受弯承载力","斜截面受剪承载力","正、斜截面受弯承载力","《混凝土结构设计规范》规定纵向钢筋弯起点的位置与按计算充分利用该钢筋截面之间的距离不应小于0.5h0是为了保证梁的()",{"answer":57,"createTime":19,"id":58,"options":59,"question":64,"source":27,"type":28},[],176313097,[60,61,62,63],"均匀分布","按抛物线形分布","按三角形分布","部分均匀,部分不均匀分布","在T形截面梁的正截面承载力计算中,假定在受压区翼缘计算宽度范围内混凝土的压应力分布是()",{"answer":66,"createTime":19,"id":67,"options":68,"question":73,"source":27,"type":28},[],176313098,[69,70,71,72],"混凝土压碎,纵筋屈服","混凝土压碎,钢筋不屈服","保护层混凝土剥落","间接钢筋屈服,柱子才破坏","与普通箍筋的柱相比,有间接钢筋的柱主要破坏特征是()",{"answer":75,"createTime":19,"id":76,"options":77,"question":82,"source":27,"type":28},[],176313099,[78,79,80,81],"弯矩包络图外包抵抗弯矩图","抵抗弯矩图外包弯矩包络图","抵抗弯矩图与外包弯矩图重叠","抵抗弯矩图外包荷载弯矩图","在梁的弯起钢筋设计中,要求()",{"answer":84,"createTime":19,"id":85,"options":86,"question":91,"source":27,"type":28},[],176313100,[87,88,89,90],"可提高构件的抗裂度和刚度","减小混凝土梁的竖向剪力和主拉应力","提高结构的耐疲劳性能","工艺复杂,对施工质量要求甚高","下列关于预应力混凝土结构优缺点的说法中,不属于优点的是()",{"answer":93,"createTime":19,"id":94,"options":95,"question":100,"source":27,"type":28},[],176313101,[96,97,98,99],"比例极限","强度极限","弹性极限","屈服强度或条件屈服强度","混凝土结构设计中钢筋强度按下列哪项取值()",{"answer":102,"createTime":19,"id":103,"options":104,"question":109,"source":27,"type":28},[],176313102,[105,106,107,108],"原点弹性模量","切线模量","割线模量","变形模量","混凝土的弹性模量是指()",4]