1.
Effect of axial compression ratio to bearing capacity of piece with T-shaped section

轴压比对T形截面构件承载力的影响
2.
EXPERIMENTAL STUDY ON SHEAR RESISTANCE PERFORMANCE OF COMPOSITE T-SECTION CONCRETE-FILLED STEEL TUBULAR MEMBERS
组合T形截面钢管混凝土构件抗剪性能试验研究
3.
Calculating Method of Time-Dependent Reliability of Existing Bending Structure with T-Shape Section Considering Resistance Deterioration
考虑抗力退化的T形截面既有受弯构件时变可靠度计算方法
4.
Normal section strength calculation for reinforced concrete flexural member with ring section
钢筋混凝土环形截面受弯构件正截面强度计算
5.
Out-of-plane Stability Analysis of Tapered I-sectioned Beam-columns with Slender Web;

楔形宽薄腹工形截面压弯构件平面外稳定分析
6.
RESEARCH ON SHEAR BEARING CAPACITY OF SRC COLUMN WITH T-SECTION BASED ON MARC

基于MARC软件的钢骨混凝土T形截面柱抗剪承载力研究
7.
Research on the evolving characters of stress-strain in cold rolling of T-shaped section ring
T形截面环件冷辗扩中的应力应变演变特征研究
8.
Research on Hydroforming of Profiled Cross-section Hollow Component;

异形截面空心结构件内高压成形工艺研究
9.
THE SIMPLE METHOD OF RECTANGULAR SECTION BEAM DEFLECTION CALCULATING;

矩形截面受弯构件变形验算的简化方法
10.
RESEARCH ON THE HYSTERETIC BEHAVIOUR OF CROSS-SECTION SPECIAL-SHAPED STEEL COLUMNS

十字形钢异形截面压弯构件的滞回性能研究
11.
The Study of Special Shaped Component Section Bearing Properties and Classification Limits;
异形截面构件的正截面承载性能及分类界限研究
12.
The Research on the Cross Section s Bearing Ability of Lightweight Aggregate Concrete Eccentric Compressed Cylinder Member;
轻骨料混凝土圆形截面偏心受压构件正截面承载力研究
13.
Application of M-N correlation curves to the calculation of a section of lightweight aggregate concrete circular section members under eccentric loads
M-N相关曲线用于轻骨料混凝土圆形截面偏压构件截面的计算
14.
The circle section is rather reasonable for axial compressed member.

在轴向受压构件中,用圆形截面也是合理的。
15.
Design Method of Section Bearing Capacity of I-Type Member of Corrugated Web

波折腹板工形构件截面承载力设计方法
16.
Research on the Ultimate Load-carrying Capacity and Hysteretic Behavior of Box-section Beam-column Considering Interactive Buckling;
箱形截面构件相关稳定承载力及滞回性能研究
17.
The Stability of Box-section Members with Slender Web Subjected Biaxial Eccentric Compression;
薄腹箱形截面双向压弯构件的稳定性能分析
18.
The Stability of Biaxial Bending of Tapered I-section Beam-Columns with Slender Web;

薄腹工形变截面双向压弯构件的稳定性能分析