英语人>网络例句>soffit 相关的网络例句
soffit相关的网络例句

查询词典 soffit

与 soffit 相关的网络例句 [注:此内容来源于网络,仅供参考]

A decorative sunken panel in a ceiling, dome, soffit, or vault.

天花板或圆屋顶上的一块凹陷的装饰性的板。

Reshores are then installed snug to the soffit to transfer construction loads from the floor above to the floors below or to the ground floor.

reshores然后安装勾勒的檐口转让施工荷载从楼以上的地板下面或地下。

In the kitchen, the resulting soffit lowers the ceiling over the island, lending the space intimacy in the context of the formal areas, where the ceiling reaches 13 feet.

如果和快速即时性的要求相反,那就会有一个咖啡机和一个加热的抽屉杯是内置在厨房墙上,旁边有微波炉和冰箱。

T shaped props must be provided for beam soffit.

梁拱腹必须有T形支撑。

A lengthwise groove on a molding between the convex upper part and the soffit.

那支枪跌跌撞撞地在屋瓦上移动,然后重重地撞在门厅走廊的线脚上

Any attic vent, soffit vent, louver or other opening can allow embers and flaming debris to enter a home and ignite it.

任何阁楼通风口、底部通风口、天窗或其他的开口可能让余烬及残火进入屋内并点燃。

In box girders with deep sections, the initial deflection caused by the first pour, soffit and stem, is usually the total deflection for the system.

箱梁深路段,初挠度造成的首倒,檐口,茎秆通常总挠度的制度。

Then, how to determine the shear design values for different structural member and different strengthening location is given out, which could be the reference for design and computation of strengthening structural member by enlarging section method. Fifthly, Full-range shear experiment of two reinforcement concrete arch specimens with strengthening at soffit location by enlarging section method are designed and conducted.

第四,对于增大截面法加固构件,按照极限状态的计算原则,对外荷载作用下的新老混凝土结合面剪力设计值进行研究,提出了不同类型构件及不同的加固部位,新老混凝土结合面的剪力作用设计值的确定方法,可为采用增大截面法加固构件的设计计算提供依据。

Based on f the stability computation theory of structures are elaborated in brevity and in consideration of material elasticity and geometrical nonlinearity, the 3-D model of finite element in studying on in-plane elastic ultimate load-carrying capacity of 工-section arches with holes in soffit is built by ANSYS software.

本文在简要阐述结构稳定计算理论的基础上,利用ANSYS计算软件,在弹性材料、几何大变形条件下建立了研究腹板开洞工形截面钢拱平面内弹性极限承载力的有限元三维模型,并把极限承载力的各种影响因子设为变量,形成了整个计算过程的MAC文件。

The interface bond capability and the failure mode of soffit strengthening are studied, as well as the influence of strengthening concrete technique to the interface bond capability. The cracked load, the failure load, the tension stiffness, the stress of the steel bar and the cracks of the strengthening arch are compared with those of the contrast arch.

第五,考虑到实际工程应用,设计并制作了采用增大截面法在拱腹部位加固钢筋混凝土拱圈试件,研究拱腹加固新老混凝土结合面的粘结性能及破坏形式和补强混凝土的施工工艺对新老混凝土结合面粘结性能的影响。

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