A 竖向位移 B 水平位移 C 转动位移 D 扭转位移

A 现浇框架结构 B 板柱一剪力墙 C 现浇框架一剪力墙结构 D 部分框支墙现浇剪力墙结构

A <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13559295_0_1.jpg"> B <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13559295_0_2.jpg"> C <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13559295_0_3.jpg"> D <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13559295_0_4.jpg">

A 张拉较容易，摩擦力小 B 敷设安装方便 C 抗裂性能高 D 抗震性能比有黏结高

A 5 B 4 C 3 D 2

A <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13559588_0.jpg"> B <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13559588_0_1.jpg"> C <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13559588_0_2.jpg"> D <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13559588_0_3.jpg">

A 6度抗震设计时转换构件可采用厚板 B 7度抗震设计时转换层不宜超过第5层 C 8度抗震设计时转换层不宜超过第4层 D 9度抗震设计时不应采用带转换层的结构

A 竖向位移 B 转角 C 弯矩 D 轴力

A 天窗宜采用突出屋面较小的避风型天窗 B 突出屋面的天窗宜采用钢天窗架 C 8度抗震设防时，天窗架宜从厂房单元端部第二柱间开始设置 D 天窗屋盖、端壁板和侧板，宜采用轻型板材

A 强度 B 刚度 C 稳定性 D 疲劳