| 1. | In cross section the total deck width is 1158 ft with the torsionally rigid spine box girder having a width of 39 ft 4 in .
横断面上，桥面总宽1158英尺，其中具有抗扭刚度的脊骨箱梁宽39英尺4英寸。 |
| 2. | Torsional stiffness of member
构件抗扭刚度20 |
| 3. | Calculation of torsion performance of tall building structures based on torsion stiffness of elements
考虑构件抗扭刚度的高层建筑结构抗扭计算 |
| 4. | Methods of testing plastics - thermal properties - determination of stiffness in torsion of flexible materials general method
塑料试验方法.第1部分:热性能.方法153a :挠性材料抗扭刚度测定 |
| 5. | In cross section the total deck width is 1158 ft with the torsionally rigid spine box girder having a width of 39 ft 4 in
横断面上，桥面总宽115 8英尺，其中具有抗扭刚度的脊骨箱梁宽39英尺4英寸。 |
| 6. | Methods of testing plastics - thermal properties - determination of stiffness in torsion of flexible materials method for vinyl chloride compounds
塑料试验方法.第1部分:热性能.方法153b :挠性材料抗扭刚度测定 |
| 7. | During the full scale model comprising an area of 28 m2 not only the conventional loading capacity tests were taken but also the rotational restraint was tested , which will provide valuable data to some similar structure members design
进行面积约28m ~ 2的足尺模型的承载力试验时，同时对蒙皮支撑的檩条进行了抗扭刚度试验，为今后同类檩条设计过程中扭转刚度的取值提供了参考。 |
| 8. | With the better torsion performance of box section beams and beam - columns than members with open cross - section and the progress of the manufacturing technology of box section members , the box section members find wider and wider application , especially in high rise buildings
箱形截面梁与梁柱由于较其它形式的截面具有较好的两个主轴方向抗弯刚度和抗扭刚度，随着钢结构的不断发展，箱形构件制作工艺的完善和日趋成熟，箱形截面构件的应用越来越广，尤其是在多高层建筑中。 |
| 9. | The whole building can be equivalent to a cantilever bar , and the structural total displacements can be divided into parallel displacement and rotational displacement based on the harmonize condition of displacement , and the parallel shear and the rotational shear of the elements can be accordingly obtained by selecting the renegade body from top to bottom in turn
根据位移协调条件，将结构的位移分解成平动与转动成分，得到相应的结构平动时构件所承担的剪力与结构转动时构件所承担的剪力，再根据力的平衡条件，推导出双向地震作用下考虑构件抗扭刚度时结构的线弹性扭转角，并对构件的剪力及变形进行了修正。 |
| 10. | The bridge with box section possesses a better construction characteristics such as higher torsional rigidity and the better force property . 6 . the accumulation of the measured impact coefficient can promote the adoption of the design impact coefficient , which is the basis of the safe run and test of the bridge
武汉理工大学硕卜学位论文5 、箱形截面梁具有良好的结构性能，抗扭刚度大、受力性能合理，预应力连续箱梁桥结合了预应力连续梁桥和箱形梁的优点，较好地发挥了材料和结构性能的优势。 |
