| 1. | The two systems, connected by inextensible link members, are assumed to resist the full external horizontal forces at floor levels .
这两种体系借无弹性的连杆联结，人们假设用它们抵抗各楼板的全部水平外力。 |
| 2. | Additional horizontal force
额外横向力 |
| 3. | Guyed mast present high deformation under horizontal forces , so geometrical non - linearity must be considered in the static and dynamic analysis of guyed mast
在水平力的作用下，桅杆结构变形呈现大变形特征，因此，在结构的静、动力分析中必须考虑其几何非线性效应。 |
| 4. | From the test and study the following conclusions are reached 1 . the behaviors under seismic horizontal force are very different between the hypo - beams through joint and not
通过本试验，得出以下主要结论： 1 、在地震水平荷载的作用下，过柱次梁和非过柱次梁的受力特性大为不同。 |
| 5. | The failure modes of bucket foundation and their computational methods when the offshore platform is affected by the horizontal forces are introduced , and the computational methods of stability against sliding are also addressed
介绍了浅海桶形基础平台受水平力作用时桶形基础的破坏模式及其计算方法，并阐述了抗滑稳定计算方法。 |
| 6. | Through the analysis of the two test results of the space model specimens of the long - span pre - stressed concrete hypo - beam floor system , the thesis discuss the seismic resistant behaviors of the structure system under horizontal force
本文通过对两榀大跨度预应力次梁楼盖的空间模型试件的试验研究，探讨了该结构体系在地震水平力作用下的抗震性能。 |
| 7. | In the way , a convincing expression is prsented to force transfer mechanism in the joint core . the findings shew that in different stages , the horizontal forces transfered into the joint are by the truss and the diagonal strut mechanisms are different
本文研究表明，在不同受力阶段，传人节点区的水平作用剪力由流架机构和斜压杆机构承担的比例是不同的，约束机构发挥的作用也有所不同。 |
| 8. | The frames deflection and moment at the center point of the span about different kinds of gabled frames , different highness and rigid connection column feet is got when horizontal force at the top of a column and equal linear load through a beam is applied
选取不同跨度、不同高度、柱脚刚结的一组门式刚架，计算了其在柱顶水平集中力、竖向均布荷载作用下节点刚度与梁柱线刚度之比对跨中挠度及弯矩的影响。 |
| 9. | It is proved that the mega truss can effectively increase the resisting ability of horizontal forces and suspended floors can greatly reduce the seismic response of structure . the mega - truss - suspended steel structure has superior capability and great developing potential
分析表明巨型桁架主结构能有效提高结构的抗侧能力，子结构采用悬吊的方式能有效控制主体结构的地震响应，巨型桁架悬挂钢结构是一种高效的新型结构体系。 |
| 10. | At first , based on dastous " tests , the horizontal forces applied at the cable ends are calculated when they are fixed . and then , the effect of cables with two selected spans acting on two types of beam with different sections and different natural frequency is analyzed
设备在正常的运行状态时都有导线相连，而观行的抗震分析仅针对设备单体，即使考虑导线的作用也仅仅是在设备与导线连接处施加静力荷载，这显然是不准确的。 |
