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《建筑力学与结构》考试题及答案.pdf

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1、建筑力学与结构考试题及答案一、填空题（每题1 分）1、混凝土规范规定以立方强度作为混凝土强度等级指标。2、测定混凝土立方强度标准试块的尺寸是边长为 150mm 的立方体。3、混凝土的强度等级是按立方强度划分的，共分14 个等级。4、钢筋混凝土结构中所用的钢筋可分为两类：有明显屈服点的钢筋和无明显屈服点的钢筋，通常称它们为软钢和硬钢。5、钢筋按其外形可分为光面钢筋、变形钢筋两大类。6、HPB235、HRB335、HRB400、RRB400表示符号分别为。7、钢筋与混凝土之间的粘结力是由化学胶着力、摩擦力、机械咬合力组成的。它们当中机械咬合力最大。8、钢筋冷加工的方法有冷拉、冷拔、冷轧三种。9、对

2、无明显屈服点的钢筋，通常取相当于于残余应变为%2.0时的应力作为名义屈服点，称为条件屈服强度。10、钢筋和混凝土是两种不同的材料，它们之间能够很好地共同工作是因为、。【答案】：钢筋和混凝土之间存在粘结力钢筋与混凝土材料的线膨胀系数接近混凝土能裹住钢筋11、有明显屈服点的钢筋采用强度作为钢筋强度的标准值。【答案】：屈服强度12、采用预应力混凝土构件的目的是为了防止普通混凝土构件过早，充分利用。【答案】出现裂缝高强度材料13、当材料强度等级和构件截面尺寸相同时，预应力混凝土构件的承载力和普通混凝土构件的承载力。【答案】相同第 1 页，共 121 页14、钢筋砼柱发生小偏压破坏的条件是。【答案】偏心

3、距较小，或偏心距较大，但受拉钢筋配置过多。15、钢筋的屈强比是指，反映。【答案】：钢筋的屈服强度与极限抗拉强度之比结构可靠性的潜力（安全储备）16、混凝土在荷载的 _作用下，随 _而增长的变形称为徐变。【答案】：长期时间17、光面钢筋与混凝土的粘结作用由化学胶着力、_和_三部分组成。【答案】：摩擦力机械咬合作用18、建筑结构的功能是指：、。【答案】：适用性安全性耐久性19、钢材代号 Q235的含义为。【答案】：屈服点强度为 235MPa 20、钢材的硬化，提高了钢材的，降低了钢材的。【答案】：强度塑性21、在正常使用极限状态中，要考虑荷载作用持续时间的不同,区分为两种荷载效应组合：荷载的 _

4、效应组合和 _效应组合。【答案】：短期长期22、我国的结构设计的基准期规定为。【答案】：50 年23、作用在结构上的荷载的类型有：、三种。【答案】：永久性荷载可变荷载偶然荷载24、荷载的代表值有：、四种。【答案】：荷载标准值可变荷载准永久值可变荷载频遇值可变荷载组合值25、在荷载的代表值中，是最基本的代表值，其它的值都是以此为基础进行计算的。【答案】：荷载标准值26、荷载的设计值是指。【答案】：荷载标准值与荷载分项系数的乘积。27、结构安全等级为二级的，结构重要性系数为。第 2 页，共 121 页文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2

5、F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4

6、X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J

7、4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:C

8、Y2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 H

9、B4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR

10、6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码

11、:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3文档编码:CY2F10E9B6I4 HB4X8D8B3G3 ZR6J4U2W8C3【答案】：1.0 28、钢筋混凝土构件的变形或裂缝宽度过大会影响结构的、性。【答案】适用性耐久性29、为提高结构可靠度，结构设计时，从、三方面给予保证。【答案】：结构重要性系数荷载分项系数材料的分项系数30、单筋梁是指的梁。【答案】只在受拉区配置纵向受力筋31、结构功能的两种极限状态包括、。【答案】：承载能力极限状态正常使用极限状态32、结构

12、的功能要求包括 _、适用性和 _。【答案】：安全性耐久性33、在正常使用极限状态中，要考虑荷载作用持续时间的不同,区分为两种荷载效应组合：荷载的 _效应组合和 _效应组合。【答案】：短期长期34、结构的、统称为结构的可靠性。【答案】安全性适用性耐久性。35、结构功能的极限状态分为和两类。【答案】承载力；正常使用。36、我国规定的设计基准期是年。【答案】50 37、工程设计时，一般先按极限状态设计结构构件，再按极限状态验算。【答案】承载力极限状态；正常使用极限状态。38、受弯构件正截面计算假定的受压混凝土压应力分布图形中，0、cu。【答案】0.002 0.0033 39、梁截面设计时，采用C20

13、混凝土，其截面的有效高度0h：一排钢筋第 3 页，共 121 页文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U

14、1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV

15、5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U

16、1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV

17、5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U

18、1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV

19、5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3时、两排钢筋时。【答案】400hh650hh40、梁截面设计时，采用C25 混凝土，其截面的有效高度0h：一排钢筋时、两排钢筋时。【答案】350hh600hh41、受弯构件min是为了防止，xam.是为了防止。【答案】少筋梁超筋梁42、受弯构件正截面破坏形态有、三种。【答案】少筋破坏适筋破坏超

20、筋破坏43、双筋矩形截面的适用条件是、。【答案】bsax244、单筋矩形截面的适用条件是、。【答案】bmin0bhAs45、双筋梁截面设计时，当sA 和sA 均为未知，引进的第三个条件是。【答案】b46、当混凝土强度等级50C时，HPB235，HRB335，HRB400钢筋的b分别为、。【答案】0.614 0.550 0.518 47、受弯构件梁的最小配筋率应取和较大者。【答案】%2.0minytff/45min48、由于受拉钢筋首先到达屈服，然后混凝土受压破坏的梁，称为_梁，梁的破坏具有 _的特征。【答案】适筋梁“塑性破坏”49、混凝土强度等级的选用，需注意与钢筋强度的匹配。当采用级钢筋时，

21、混凝土强度等级不应低于 _，当采用新级钢筋时，不应低于_。第 4 页，共 121 页文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 H

22、Y2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8

23、J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 H

24、Y2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8

25、J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 H

26、Y2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8

27、J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3【答案】C20级C25级50、梁截面设计时，混凝土强度为C35 时可取截面有效高度：一排钢筋时，0hh；两排钢筋时，0hh。【答案】35；60 51、受弯构件min是为了；max是为了。【答案】防止构件少筋破坏防止构件超筋破坏52、第一种 T 形截面梁的适用条件及第二种T形截

28、面梁的适用条件中，不必验算的条件分别是及。【答案】bmin53、受弯构件正截面破坏形态有、3种。【答案】适筋；少筋；超筋54、块材的 _是影响砌体轴心抗压强度的主要因素。【答案】：强度等级和厚度55、由于配筋量不同，钢筋混凝土纯扭构件将发生破坏、破坏、破坏和破坏。【答案】少筋破坏；适筋破坏；部分超筋破坏；安全超筋破坏。56、受弯构件正截面计算假定的受压混凝土压应力分布图形中，0、cu。【答案】0.002 0.0033 57、防止少筋破坏的条件是，防止超筋破坏的条件是。【答案】min；b58、受弯构件的破坏形式有、。【答案】截面受弯破坏；斜截面受剪破坏。59、大小偏心受压的分界限是。【答案】b6

29、0、在大偏心设计校核时，当时，说明sA 不屈服。【答案】sax2第 5 页，共 121 页文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L

30、1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N

31、8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L

32、1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N

33、8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L

34、1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N

35、8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J361、对于对称配筋的偏心受压构件，在进行截面设计时，和作为判别偏心受压类型的唯一依据。【答案】bb62、小偏心受压构件的破坏都是由于而造成的。【答案】混凝土被压碎63、大偏心受压破坏属于，小偏心破坏属于。【答案】延性脆性64、第一种 T 形截面梁的适用条件及第二种T形截

36、面梁的适用条件中，不必验算的条件分别是及。【答案】bmin65、由于配筋量不同，钢筋混凝土纯扭构件将发生、四种破坏。【答案】少筋破坏适筋破坏部分超筋破坏完全超筋破坏66、钢筋混凝土结构的楼盖按施工方式可分为、三种形式。【答案】现浇整体式装配式装配整体式67、现浇整体式钢筋混凝土楼盖结构按楼板受力和支承条件不同，又可分为、等四种形式。【答案】单向板肋形楼盖、双向板肋形楼盖无梁楼盖井字楼盖68、现浇整体式单向板肋梁楼盖是由组成、的。【答案】板次梁主梁69、对于次梁和主梁的计算截面的确定，在跨中处按，在支座处按。【答案】T形截面矩形截面70、常用的多、高层建筑结构体系、几种类型

37、。【答案】框架结构体系剪力墙结构体系框架-剪力墙结构体系筒体结构体系71、框架的结构按施工方法的不同，可分为、三第 6 页，共 121 页文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX

38、2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C

39、4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX

40、2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C

41、4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX

42、2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C

43、4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3种类型。【答案】现浇整体式装配式装配整体式72、在设计楼面梁、墙、柱及基础时，要根据承荷面积及承荷层数的多少，对_乘以相应的 _。【答案】楼面活荷载折减系数73、根据原料成分，常用砂浆可分为_砂浆、_砂浆和、_。【答案】：

44、水泥砂浆，混合砂浆，石灰砂浆74、块材的 _是影响砌体轴心抗压强度的主要因素。【答案】：强度等级和厚度75、各类砌体，当用 _砌筑时，对抗压强度设计值乘以0.85 的调整系数，以考虑其 _差的影响。【答案】：水泥砂浆和易性76、不宜采用网状砖砌体的情况是：对于矩形截面_0.17，或_16。【答案】：e/h 高厚比77、影响砖砌体抗压强度的主要因素有块材的_，砂浆的_及砌筑质量。【答案】：强度等级及厚度强度等级和性能78、常用刚性砂浆的主要成分是砂和_。【答案】：水泥79、常用混合砂浆的主要成分为_、_和砂。【答案】：石灰，水泥80、块体的厚度越 _、抗压强度越 _，砂浆的抗压强度越 _，则砌体

45、的抗压强度越高。【答案】：大高高81、砌体受压构件按 _可分为短柱和长柱，其界限值为_。【答案】：高厚比 3 82、混合结构房屋的三个静力计算方案是_、_和_，其划分主要取决于 _、_和_。【答案】：刚性方案弹性方案刚弹性方案房屋的横墙间距楼（屋）盖的刚度房屋的空间刚度第 7 页，共 121 页文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2

46、F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4

47、O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2

48、F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4

49、O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2

50、F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4O2L1 HY2P1L3X4U1 ZX2F6N8N8J3文档编码:CV5H2C4

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