1.
STUDY ON RIGID FRAME-EQUIVALENT BRACE MODEL OF MULTI-RIBBED SLAB STRUCTURE
密肋壁板结构刚架-等效斜撑计算模型研究
2.
a sail extended by a sprit.
用斜撑帆杆支撑的帆。
3.
An Equivalent Side-Looking Method for Squint FMCW SAR
一种斜视FMCW SAR的等效正侧视处理方法
4.
Methods of Determining the Equivalent Support Stiffness of Brace Fram for Deep Excavation;
深基坑平面支撑框架等效刚度的研究和计算
5.
Analysis on Influencing Factors for Computing the Equivalent Stiffness of the Interior Bracing of Deep Excavation by Numerical Method
深基坑内支撑等效刚度数值计算影响因素分析
6.
One of the sloping beams that supports a pitched roof.
椽支撑起一个斜屋顶的斜梁中的一根
7.
In order to reduce the torsional coupled effect, the paper brings forward that knightheads setting along the transverse direction can improve the aseismic property economically and effectively.
针对结构基频出现扭转振型，提出增加横向支撑斜杆以更经济、有效地改善结构的抗震性能。
8.
Any of several parts of standing rigging strengthening the bowsprit and jib boom against the force of the head stays.
艏斜桁撑杆，艏斜桁撑杆支索一种直立索具，用以加固船首斜桁和船斜帆桁，以抵御船头支索力量
9.
Computing Methods of the Equivalent Stiffness of the Interior Bracing and the Penetration Depth in Rock of Rock-Socketed Piles for Deep Excavation
深基坑内支撑等效刚度及嵌岩支护桩嵌岩深度计算方法研究
10.
The external frame is composed of24 inclined concrete-filled columns, steel horizontal ring beams, and steel diagonals.
钢结构外筒由24条斜向立柱、平斜向环和斜撑组成。
11.
Indeed, wind bracing also was not generally required.
实际上，也没有普遍要求设置抗风斜撑。
12.
one of several parallel sloping beams that support a roof.
支撑房顶的一些平行的倾斜的横梁。
13.
The wall was out of perpendicular so they shored it up.
墙有些倾斜了，他们把它支撑起来。
14.
The Seismic Behavior Factors of Single Sway Rod Concentrically Braced Steel Frames
单斜杆中心支撑钢框架强度折减系数
15.
The Feather Field Slanting Roofing High Structure Support Designs and Constructs
羽毛球场斜屋面高架支撑设计与施工
16.
You have specified an invalid printer name. A printer name cannot contain commas, semicolons, backslashes, or equal signs.
指定的打印机名无效，打印机名不可以包含逗点、分号、反斜线或等号。
17.
support(a roof,bridge,etc)with trusses(truss )
用构架支撑（屋顶、桥梁等）.
18.
While at the corner there are corner conditions: deflection or reaction also.
沿每个边有两个边界条件：挠度或等效剪力，斜度或弯矩应分别等于沿边界的已给值。