1) Push-over curve
Push-over曲线
1.
A method for determining target displacement based on structural Push-over curve;
基于结构Push-over曲线的目标位移的确定
2) Nonlinear static analysis(Push-Over)
非线性静力分析(Push-Over)
3) push-over analysis
push-over分析
1.
Application of Push-over Analysis in the Special-Section Structure;
Push-over分析方法在异形柱结构中的应用
2.
Push-over analysis is an important method for performance-based seismic design.
Push-over分析是实现基于性能抗震设计的重要方法之一,阐述了Push-over分析的基本原理和方法,给出适合我国抗震规范的、利用SAP2000程序进行Push-over分析的计算步骤,并用一框架结构实例说明。
3.
The nonlinear analysis has now become an important part of structural seismic design, in which the push-over analysis has attracted the attention of more and more researchers for its merits, and the method has become one of nonlinear analysis tools in Chinese Seismic Design Code.
目前结构弹塑性分析已经成为结构抗震设计的一个重要部分，其中push-over分析以其实用性较强的优点正受到越来越多的关注，已被列入我国《建筑抗震设计规范》作为结构弹塑性变形分析方法之一。
4) Push-over method
Push-over方法
1.
Research on push-over method for earthquake-resistant performance of bridge structure;
桥梁结构push-over方法抗震性能研究
5) push-over method
push-over法
1.
Inelastic static push-over method is becoming a novel methodology for seismic evaluation of structures.
实践表明，push－over法在大多数情况下的计算结果可运用于实际，有良好的精度。
6) Push-over
[英]['puʃ,əuvə(r)] [美]['pʊʃ,ovɚ]
Push-over方法
1.
Based on the research of the former scholars, with the background of nonlinear analysis and investigation on structural seismic damage, with the knowledge of capacity spectrum method, the thesis concludes a new method of aseismic analysis method considering damage to the structure during two earthquakes through the Push-over method and quasi-static test in the program of IDARC (Inelastic Damage.
在前人研究的基础上，根据钢筋混凝土非线性分析和结构地震损伤评估的基本知识，应用能力谱方法，利用IDARC软件中的Push-over方法和拟静力循环往复加载分析方法提出了一种考虑两次地震作用下的建筑物震害预测方法。
补充资料：Hesse曲线(代数曲线的)
Hesse曲线(代数曲线的)
Hessian (algebraic curve)
11油限曲线(代数曲线的)【H台自11(.妙如允.抖e);recc咖，T~aaa，即r药pa一吸ee二o‘二p.助蓝] n次代数曲线(司罗玩水c~)的He丈祀曲线就是其极二次曲线能分裂为两条直线的点的集合，也是第一极曲线的二重点构成的集合.n次非奇异曲线的He丈七曲线是一条次数为3伪一2)、类为3(n一2)(3n一7)的曲线.设介O是这条n次曲线的齐次坐标方程，关丘=刁:f/刁xi刁、，则它的He丈犯曲线的定义方程为 !不:关:五，} }五:关:五31=0. }人，人2人3}特征不等于3时的三次非奇异曲线的H既七曲线与这条曲线交于9个通常拐点.因O.H改e(l 844)而得名. A .E.H困阳。B撰
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条