1.
Ultimate Bearing Capacity Analysis of High-Strength Single-Angle Compression Member Eccentrically at One End
高强单角钢一端偏心压杆极限承载力试验研究
2.
Study on the Ultimate Load Carrying Capacity of Box-section Steel Columns Stiffened by Inner Longitudinal Ribs
内置纵肋箱形截面钢压杆稳定极限承载力研究
3.
Estimation of ultimate load for a screw pile under the vertical pressure
竖向承压螺旋桩基础极限承载力判定
4.
ultimate bearing capacity [ground]
极限承载力〔土地〕
5.
The Ultimate Load-Carrying Capacity in-Plane of Tapered Member;
楔形压弯构件平面内稳定极限承载力
6.
Power Transmission Tower Angli Iron Bar Critical Load of Compressive Member;
送电铁塔单角钢受压极限承载力研究
7.
Ultimate Bearing Capacity of FRP-Concrete Stub Columns under Axial Compression
FRP-混凝土轴压短柱的极限承载力研究
8.
Anchoring capacity of tensile rock bolt in ultimate limit state
极限状态下岩体受拉锚杆锚固承载力的计算
9.
Analysis of Prestressed Subassemblage Concrete Frame on Load-Bearing Capacity;
预压装配式预应力混凝土框架极限承载力分析
10.
Ultimate Compressive Strength Study on Gusset Plate Connections to Slotted Tubes and Full-scale Experiment Research;
管板节点受压极限承载力分析及足尺试验研究
11.
Research of Ultimate Compressive Bearing Capacity of Circular Tubular Y-Joints Reinforced with Doubler Plate;
垫板加强Y型圆钢管节点受压极限承载力研究
12.
Ultimate Capacity of Axially Loaded Thin-Walled Tapered Columns with Doubly Symmetric Sections
双轴对称薄壁锥形柱轴心受压的极限承载力
13.
Study on the ultimate bearing capacity of axially loaded steel tubular slender columns filled with steel-reinforced concrete
钢骨-钢管混凝土轴压中长柱极限承载力研究
14.
Effects of initial defects to the limit load of pressure cylinder shell
初始缺陷对耐压圆柱壳结构极限承载力的影响
15.
Equivalent beam-column method to estimate critical load for steel tubular arch under compression and bending
压弯钢管拱极限承载力计算的等效梁柱法
16.
Study on the Bearing Characteristic and Ultimate Bearing Capability Forecast of the Cast-in-place Pile with Branches and Plates;
支盘桩的承载特性与极限承载力预测
17.
Elastic Buckling and Ultimate Strength of Web Plates in I-girders under Patch Loading and Shear;
工字梁腹板在局部承压和剪力作用下的弹性屈曲及极限承载力
18.
The Stability and the Ultimate Load-Carrying Capacity Study on the Steel-Tube Truss Rib Arch Bridge;
空钢管桁肋式系杆拱桥结构稳定与极限承载力研究