1.
restrained torsion of thin walled bar
薄壁杆件的约束扭转
2.
Analysis of Restrained Tortion of Thinwalled Bar with Open Section by a New Kind of Finite Element
开口薄壁杆件约束扭转分析的广义参数有限元
3.
Slabs-disassembled method of thin-walled bar analysis considering restrained torsion
薄壁杆约束扭转的单肢解析化分析方法
4.
The classic theory may be divided into Vorousov open section and Wumanski closed section thin-walled bar theory.
经典理论主要可分为符拉索夫开口薄壁理论与乌曼斯基闭口薄壁杆件约束扭转理论。
5.
A New Torsional Stiffness Matrix of Thin-Walled Bar Elements
一种新的薄壁杆件单元扭转刚度矩阵
6.
The Solution with the Principle of Virtual Work for the Multicell Closed Thin Walled Member under Pure Torsion;
多室闭口薄壁杆件自由扭转的虚功原理解法
7.
Analysis of Restrained Torsion and Distortion Effect for Thin-walled Box Girder Structure Based on Displacement Field
基于位移场的薄壁箱梁结构约束扭转和畸变效应分析
8.
Flexural-torsional analysis of thin-walled curved box girders with shear lag and secondary shear deformation in restraint torsion
考虑剪滞变形及约束扭转二次剪切变形影响时薄壁曲线箱梁的挠曲扭转分析
9.
The Computation of Critical Loads on Arbitrary Restrainted Thin-walled Members Using Finite Elements Method;
任意约束条件下薄壁构件临界荷载的有限元计算
10.
Study on the constraint on inner crossing beam from the wall of thin-walled tall tower
薄壁高塔塔壁对塔内横梁的约束作用研究
11.
Calculation method of the inertia torsion moment of the closed thin wall box beam
闭口薄壁箱梁截面扭转惯性矩的计算方法
12.
Experimental Investigation of Thin-Walled Centrifugal Concrete-Filled Steel Tubes Under Torsion
扭转作用下薄壁离心钢管混凝土的试验研究
13.
A New High-Order Multi-Joint Finite Element for Thin-Walled Bar
一种新型的高次多结点薄壁杆件单元
14.
Such members are much more flexible in torsion than those with a solid section.
这样的杆件在扭转时比实心截面的杆件柔得多。
15.
SLABS-DISASSEMBLED METHOD OF FLEXURAL-TORSIONAL BUCKLING OF THIN-WALLED OPEN-PROFILE MEMBERS
开口薄壁构件弯扭屈曲的单肢解析化分析方法
16.
COMBINED TORSIONAL AND FLEXURAL BUCKLING OF A THIN-WALLED BAR ON ELASTIC SUPPORTS UNDER AXIAL LOADS
多弹性支承薄壁杆在轴向力作用下的弯扭联合屈曲
17.
In this paper the research on thin-walled structure is onetype of particular thin-walled structure -the thin-walled bar structure.
本文研究的是一种特殊的薄壁结构——薄壁杆件结构。
18.
The Research in the Problem of Spatial Elastic Instability Thin-wall Bar
变分法在薄壁杆件空间弹性失稳问题中的研究