1.
A Study on Height-To-Width Ratio Limits of Concrete-Filled Steel Tubular Framed Structures;
钢管混凝土框架结构高宽比限值研究
2.
Analysis of Height-to-Width Ratio for Sliding Base Isolation Structures;
基础滑移隔震结构高宽比限值的分析研究
3.
Studies on Width to Thickness Ratio Limitation of High Strength(Q460) Equal-leg Angle Members under Axial Compression
Q460高强角钢轴压杆肢件宽厚比限值试验与理论研究
4.
Unified Analysis of Limiting Width-Thickness Ratio of Plate Elements in Axially Compressed Members
轴心压杆板件宽厚比限值的统一分析
5.
Theoretical Research on the Limit Value of Width-Thickness Ratio of the Plate of H Section Steel of the Steel Reinforced Concrete Column;
型钢混凝土柱中型钢板件宽厚比限值的研究
6.
Study on the Plate Buckling and Width-thickness Ratio of T Section Steel;
剖分T型钢板件局部屈曲及宽厚比限值
7.
Limit Value of Steel Plate Width-to-Thickness Ratios of Steel Reinforced Concrete Column
型钢混凝土柱中型钢的板件宽厚比限值
8.
According to the relationship between the structural strength and slenderness of plate elements, the limited width-to-thickness ratio of the flange of a box-section column under seismic load is derived.
由构件承载力与壁板宽厚比的关系,得出了抗震设计箱形截面柱翼缘板宽厚比限值。
9.
Theoretical and Test Studies on Width to Thickness Ratio Limitation of Cut T-shape Web Subject to Axial Compression;
部分T型钢轴压杆腹板宽厚比限值试验与理论的研究
10.
Discussion on the Limited Value of Width-Thickness Ratio in Chinese Design Code of Steel Structure
我国钢结构设计规范中梁宽厚比限值问题的讨论
11.
Study on Limit Value of Axial Compression Ratio of Steel Reinforced High Strength Concrete Column;
型钢高强混凝土柱轴压比限值的研究
12.
Limit of height-width ratio of surrounding earth wall under earthquake
生土围护墙倾覆倒塌高厚比限值分析
13.
The remaining grace logins value must be between 1 and the grace logins reset value. Please enter a valid remaining grace logins value.
剩余宽限登录值必须在1和复位宽限登录值之前。请输入有效的剩余宽限登录值。
14.
Determination of the Height-to-Width Aspect Ratio Effects on Thick-Walled Composites Curing:Ⅰ. Numerical Simulation
高宽比效应对厚壁复合材料固化过程的影响:Ⅰ.数值模拟(英文)
15.
Study on Limited Value of Axial Compression Ratio of Steel Reinforced High Strength Concrete Column;
型钢高强混凝土柱轴压比限值的试验研究
16.
Concrete beam span-depth ratio of satisfying loading capacity and deflection crack limit
满足承载力和挠度裂缝限值的混凝土梁跨高比
17.
The normal upper limit of VA isthmus was 4.4mm by 1.5mm (length by width).
正常VA峡部的上限值为4.4mm×1.5mm(长×宽)。
18.
The Gao-Rao case was handled rather leniently.
高饶问题的处理比较宽。