1.
Experimental Research on Shear Performance of Rectangular Frame Columns with Different Area of Stirrups in Both Principal Axes;
不等肢配箍矩形截面框架柱受剪性能试验研究
2.
Experimental Research on Oblique Shear Strength of Rectangular Frame Column with Different Stirrup Areas on Two Principal Axis;
不等肢配箍矩形截面框架柱斜向受剪承载力试验研究
3.
Test Research of Rectangular RC Frame Columns with Different Area of Stirrups in Two Direction Under Bilateral Load;
斜向水平荷载作用下两向不等肢配箍钢筋混凝土框架柱抗剪试验研究
4.
Experimental Research on Oblique Shear Force of Different Strength Reinforced Frame Column with Different Stirrup Areas
斜向水平荷载作用下不等肢不等强度配箍钢筋混凝土框架柱试验研究
5.
Research on Rational Reinforcement Arrangement and Analysis Ductility of Unequal Special-shaped Columns;
不等肢异形柱合理配筋形式及其延性分析研究
6.
Experimental Research on Two-way Shear Strength of RC Columns of Frame of High-Strength Steels with Different Areas Stirrups
不等肢配置高强钢筋混凝土框架柱双向受剪承载力试验研究
7.
(eg of a limb)become numb through lack of movement,etc
（如肢体）麻木（因不活动等）
8.
The torturing stays no longer pinched her waist and she could breathe deeply and quietly to the bottom of her lungs and her abdomen.
那件箍紧的胸衣不再使她的腰肢疼痛，她可以畅快地敞开心肺自由而平静地呼吸了。
9.
But the CL lead and ABC-A lead were of unequal value(△=30μV),So they can make up each Other. The A lead and MCL_2 lead were pocrly manifeeted. The CL lead can manifest the P wave better,the wave form is steady,the installation is simple, and it is easily operated and popularized.
胸肢与头胸导联等价，可以替代，而胸肢与ABC－A导联不等价，可以互朴（△＝30μV）。
10.
By the time she caught sight of the Leyden house, she was beginning to pant, for her stays were tightly laced, but she did not slow her gait.
等到她看见莱顿家的房子，因为她的胸衣箍得太紧了，就已经开始气喘，不过她并没有放慢脚步。
11.
Clinical Analysis of the Leg-Length Discrepancy after Total Hip Arthroplasty;
全髋关节置换术后肢体不等长的分析研究
12.
Experimental Research on the Behavior of Reinforce Concrete Special-shaped Column with Different Length of Limbs under Axial Compression and Biaxial Bending;
钢筋混凝土不等肢异形柱偏心受压试验研究
13.
Research on Ductility of Reinforced Concrete Arbitrarily Inequiaxial Special-Shaped Columns;
钢筋砼不等肢异形柱的延性性能分析研究
14.
A Study on Ductility Behaviors of R.C Arbitrarily Inequiaxial Special-shaped Columns;
钢筋混凝土不等肢异形柱的延性性能研究
15.
Ductility Analysis of R.C Special-shaped Columns with Concealed Column and R.C Arbitrarily Inequiaxial Special-shaped Columns;
带暗柱异形柱和不等肢异形柱的延性性能分析
16.
Experimental Research on the Behavior of Inquiaxial L-Shaped Column Joins;
不等肢L形截面柱框架节点性能的试验研究
17.
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
18.
Experimental Study on Seismic Behavior of Specially Shaped RC Columns with Different Limb Lengths;
钢筋混凝土不等肢异形柱抗震性能试验研究