1.
ANALYSIS METHOD OF CONCRETE-FILLED STEEL RHS SUBJECTED TO BIAXIAL ECCENTRIC LOADING
矩形钢管混凝土双向偏压构件计算方法
2.
Analysis of Factors Witch Affect the Ultimate Load of Reinforced Concrete Columns Subjected to Biaxial Eccentric Compression;
钢筋混凝土双向偏压标准柱极限承载力的影响因素分析
3.
Study on Behavior of H Steel Partially Encased Composite Short Columns Subjected to Biaxial Compression;
双向偏压H型钢部分包裹混凝土组合短柱的受力性能研究
4.
EXPERIMENTAL RESEARCH AND THEORETICAL ANALYSIS OF SQUARE TUBE FILLED WITH REINFORCED CONCRETE SUBJECTED TO AXIAL COMPRESSION AND BI-AXIAL BENDING MOMENT
方钢管-钢骨混凝土双向偏压试件试验研究与理论分析
5.
The Reinforcement of the Special-shaped Columns under Bi-directional Eccentric Load by Computer;
双向偏心受压异形柱计算机辅助配筋计算
6.
Research on Behavior of Inequiaxial Specially Shaped Column Subjected to Biaxial Compression;
不等肢异形截面双向偏心受压柱性能研究
7.
Research on Bearing Capacity of Normal Section for Steel Reinforced Concrete Columns under Biaxial Eccentric Compression
型钢混凝土柱双向偏心受压正截面承载力研究
8.
Experimental Study on the Biaxial Eccentric Pressure Bearing Capacity of Cross-Shaped Steel Reinforced Concrete Columns
十字形钢骨混凝土异形柱双向偏心受压试验
9.
Research on Two Way Slabs of Expanded Metal Mesh and the Behaviors of Composite Walls Which are Eccentrically Compressed;
扩张网混凝土双向板和组合墙偏心受压性能试验研究
10.
Experimental Study on Repair Reinforced Concrete Bilaterally Loaded Column Bonded with CFRP
碳纤维布加固钢筋混凝土双向偏心受压柱的试验研究
11.
back-biased barrier
(有)反向偏压的阻挡层
12.
The positive-going signal subtracts from the forward bias of the lower transistor.
正向信号则使它的正向偏压减弱。
13.
Chart 2.Homonymous hemianopia of left side .
图2双眼左侧同向性偏盲（左下方重）。
14.
Research on eccentric correction of dual lateral logging tool in highly deviated wells
大斜井中双侧向测井的仪器偏心校正
15.
The Stability Calculation of Slight Sections Column Pressed by Single-direction Eccentric Force;
窄截面柱单向偏心受压时的稳定计算
16.
Low tire pressure could be the cause: check pressure first.
偏向可能是轮胎内压的原因，应先查胎压。
17.
Administration allows the balance in state politics to be tilted to organization rather than coercion.
管理允许国家政治天平偏向组织，而不是偏向压制。
18.
Study on the Parameters of Barrel Vault Advanced Support of Soft Rock Double-arch Tunnels under Unsymmetrical Pressure;
软岩偏压双连拱隧道管棚预支护参数研究