1.
Local Buckling and Post-Buckling Strength of Tapered Member;
楔形压弯构件的局部屈曲及屈曲后强度
2.
Local Buckling and Inelastic Interactive Buckling between Local and Global Buckling of Tee Beams;
T形截面梁的局部屈曲以及局部和整体弹塑性相关屈曲分析
3.
Local buckling of Q460 single equal-angle steel strut
Q460等边单角钢压杆的局部屈曲
4.
Local buckling of concrete-filled square steel tubular column subject to axial compression
方钢管混凝土柱在轴压下的局部屈曲
5.
Elastic Local and Distortional Buckling Behavior of Cold-Formed Thin-Wall Lipped Channel Beams;
冷弯薄壁卷边槽钢梁的弹性局部屈曲与畸变屈曲性能分析研究
6.
Local buckling is the dominant failure mode for composite steel column.
局部屈曲是组合钢柱常见的失效模式之一.
7.
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
8.
The Theoretical Research on the Local Buckling of Concrete-filled Steel Tubular Column Subjected to Axial Compression
钢管混凝土柱在轴压下的局部屈曲的理论研究
9.
Local Buckling of Aluminium Structures Exposed to Fire,Part 1: Tests
对火灾中的铝结构进行局部屈曲分析:试验
10.
Local Buckling Analysis of Web of Continuous Steel-concrete Composite Beam
钢-混凝土连续组合梁腹板局部屈曲分析
11.
Substructure method considering local buckling in steel frame advanced analysis
钢框架高等分析中考虑局部屈曲的子结构法
12.
Analysis of Local Buckling of Steel Plate in Contact with Rigid Medium
刚性介质接触条件下钢板的局部屈曲分析
13.
Performance of Steel Portal Frame Structure with Local Buckling of Tapered Members;
考虑局部屈曲的变截面门式刚架结构的整体性能
14.
Experimental and Theoretical Study of Elastic Critical Local Buckling Stress of the Cold-formed Steel Bending Members;
冷弯薄壁型钢受弯构件截面弹性局部屈曲试验与理论研究
15.
Local Buckling of Aluminium Structures Exposed to Fire,Part 2: Finite Element Models
对火灾中的铝结构进行局部屈曲分析:有限元模型
16.
SIMPLIFIED METHOD OF BEARING CAPACITY OF CONCRETE-FILLED RECTANGULAR STEEL TUBE COLUMNS CONSIDERING LOCAL BUCKLING SUBJECTED TO AXIAL COMPRESSION
考虑局部屈曲的矩形钢管混凝土轴压承载力计算方法
17.
Local Buckling Check According to Eurocode-3 for Plastic-Hinge Analysis of 3-D Steel Frames
基于欧洲规范3中三维钢框架塑性铰分析的局部屈曲检验
18.
Based on the simulating result of FEM numerical experiment, this paper investigates the effect of local buckling on the hysteretic behavior of tubular columns under cyclic unaxial load.
根据有限元模拟的结果,分析了板件局部屈曲对方管截面柱拉压滞回性能的影响。