| 1. | A joint j is typical of those at which there is no external load .
节点J是无外荷载作用的典型节点。 |
| 2. | The structure may sustain more than one load, but it must be assumed that all external loads are proportional .
结构可以承受一个以上的荷载，但必须假设所有的外荷载是成比例的。 |
| 3. | A joint j is typical of those at which there is no external load
节点j是无外荷载作用的典型节点。 |
| 4. | Before the steel yields , the stress increment of prestressed tendons changes approximately linearly with the incremental load
钢梁屈服之前，预应力筋的应力增量与外荷载增量近似成线性关系。 |
| 5. | Suspender is the most important bearing member in cfst arch bridge . their tension not only applies in design checking computation of suspender inner force but also is external force during calculating inner force of arch rib
作为钢管混凝土拱桥中重要受力构件-吊索（杆） ，吊索（杆）内力既可以用于吊索（杆）内力设计验算，也可以作为拱肋内力计算时的外荷载。 |
| 6. | According to the loading characteristics of bonded post - tensioned prestressed concrete frames , a program is worked out to perform a nonlinear finite element analysis for the static staff in both the stretching wire stage and the loading stage
摘要根据后张有粘结预应力混凝土框架结构的受力特点，编制了适用于预应力建立和施加外荷载两个阶段的静力杆件非线性有限元分析程序。 |
| 7. | An offshore platform is subjected to the action of environment loads such as the wind , wave , flow and ice etc . . these loads are long - term and consecutive , so an offshore platform exist more serious vibration during its serving life than other buildings in land
海洋平台受风、浪、流和冰等环境荷载的作用，这些外荷载具有显著的长期性、连续性特点，因此，海洋平台在使用过程中存在着较陆上结构更为明显、持续的振动问题。 |
| 8. | ( 3 ) the contact model is used to simulate the crack . on the basis of project , the evolution of crack opening and crack depth related to loads such as hydrostatic pressure and temperature are studied using numerical simulation approach , and the load effect on the crack evolution is discussed
( 3 )用接触模型模拟裂缝，结合工程实际，应用数值仿真分析方法研究裂缝开度和开裂深度随外荷载(水压、温度等)的演变规律，分析了裂缝演变的荷载效应。 |
| 9. | The thesis analyze a on - the - spot test model combining a projiect . utilizing the non - linear finite element theory in the article , form - finding has been took apart with node balanced laws and propping up move law . under the loads every calbe unit strength of axle and node displacement ' s variation tendencies are computed
论文还结合工程实践对一现场试验模型进行了分析。文中利用非线性有限元理论，按节点平衡法与支座移动法进行找形分析。计算了外荷载作用下各索单元轴力及节点位移的变化趋势。 |
| 10. | Secondly , by low - cycle and reverse horizontal loading test , their properties including strength property , deformation property and energy property are studied . we study the loading characteristic values ; the property of hysteretic curve and skeleton - frame curves ; the ductility property and stiffness degradation . at last we analyze the destroy principle and affection reasons of hollow shear wall of r . c with vertical seams in different height and loading measures , we also give the bearing capability calculation formulas and design advises for new type hollow shear wall of r . c
首先运用ansys有限元程序分析弹性阶段水平外荷载施加后，带竖缝钢筋砼空心剪力墙板内应力分布及变形情况，再在试验数据的基础上，研究低周反复水平加载条件下，各试件的强度、变形、能量特性；各试件的荷载特征值；各试件的滞回曲线、骨架曲线；延性及刚度退化等参数；最后，分析了不同剪跨比和加载条件的带竖缝钢筋砼空心剪力墙板的破坏机理和承载力影响因素，并给出不同剪跨比和加载条件的带竖缝钢筋砼空心剪力墙板承载力计算公式及设计建议。 |
