| 1. | A-form pylons are designed to withstand earthquake forces .
A型框架式塔架设计中考虑塔架能够经受地震力的作用。 |
| 2. | Dynamic loading is produced by seismic forces, non-steady wind, blast, reciprocating machinery .
动荷载是由于地震力、不稳定的风、冲击波，往复式机器所产生。 |
| 3. | The dynamic loading resulting from blast, gusts of wind, or seismic forces is generally not harmonic .
由于冲击波，阵风或地震力所产生的动力荷载一般不是谐和的。 |
| 4. | A - form pylons are designed to withstand earthquake forces
A型框架式塔架设计中考虑塔架能够经受地震力的作用。 |
| 5. | 6 . slope sliding risk under the stochastic water level and stochastic earthquake is studied
6 、研究了边坡在随机水位及随机地震力共同作用下的滑动风险问题。 |
| 6. | Design of the biggest cantilever structure garage in our country and trial research of the vertical earthquake force
我国最大的悬臂结构机库设计与竖向地震力的试验研究 |
| 7. | In addition , the program of numerical simulation about damage evolvement of structure is written
另外，文中还编制了地震力下钢筋混凝土框架结构损伤演化情况的数值模拟程序。 |
| 8. | Then the precise earthquake force can be gained under the earthquake intensity accordingly . the reliability will be more reasonable and persuasive
然后在相应的地震烈度下，求解其所受的最大地震力，从而使地震力的求解更精确。 |
| 9. | The disscussions on the characters of earthquake response , such as structure displacement , action of earthquake , the amplificatory coefficient of acceleration and the rule of strain were made
讨论了结构各楼层的水平位移、地震力、加速度放大系数及构件应变分布等结构地震反应特征。 |
| 10. | Inclined stirrups are not effective in beams resisting shear reversals , such as seismic loads , because the reversals will cause cracking parallel to the inclined reinforcement , rendering it ineffective
也就是说，哪怕纵向钢筋不弯起（保证支座丛筋在上下都足以抵抗地震力产生的弯矩） ，箍筋用斜的，也不行！ |
