1.
Uniform Strength Variable Cross-section Component Reliability Analysis and Design
等强度变截面构件可靠性分析与设计
2.
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
3.
Calculation of the Strength and Checking of the Strength About Large Eccentric Compression Members Made of Reinforced Concrete with Circular Section
钢筋混凝土圆形截面大偏心受压构件的强度计算
4.
DIRECT STRENGTH METHOD OF ULTIMATE LOAD-CARRYING CAPACITY OF WELDED BOX-SECTION COLUMNS SUBJECTED TO LOCAL BUCKLING
箱形截面构件局部与整体相关稳定承载力的直接强度设计法
5.
DEVELOPMENT OF VARIABLE CROSS SECTION BAR OF N80A ALLOY WITH HIGH STRENGTH
高强度N80A合金变截面棒材的研制
6.
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
7.
Research on How to Improve Machining Precision of the Workpiece with Curve Surface
提高变截面零件数控加工精度的研究
8.
Out-Plane Buckling of Eccentrcally Tensile Members and Tapered Beam-Columns;
拉弯构件及变截面压弯构件弯扭失稳分析
9.
Derivation and Realization on the Stiffness Equation of Uniform Section Bending Bar
等截面弯曲杆件刚度方程的推导和认识
10.
STATIC ANALYSIS OF STRAIGHT BOX GIRDER BRIDGES BY SPLINE SUBDOMAIN METHOD
双样条子域法分析等高度变截面连续直箱梁桥
11.
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
12.
Analysis of the Dangerous Sectionin Tangent Bend Deformation;
关于双向弯曲变形构件危险截面的讨论
13.
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
14.
Time-Dependent Reliability Analysis on Existing Concrete Bending Structure with Double Reinforced Rectangular Section
既有双筋矩形截面受弯构件时变可靠性分析
15.
Research on Crack Width Calculation of Reinforced Concrete Members with Circular Sections;
圆形截面钢筋混凝土构件裂缝宽度计算的研究
16.
In-plane inelastic stability and ultimate strength of uniform I-section three-hinged circular steel arch in uniform compression
均匀受压工字型等截面三铰圆弧钢拱的平面内稳定性和极限强度
17.
We may also consider the critical load of constant-section bar as a special case for that of varying-section one.
由此我们亦可将等截面杆件的临界荷载作为变截面杆件的临界荷载的特殊情况加以考虑。
18.
Structural Behavior of Long-Span Steel Arches with Variable Box Sections;
大跨度箱形变截面钢拱结构的受力性能研究