1) Pushover method
Pushover法
1.
Research on Pushover method in structure anti-shake safety evaluation;
Pushover法在结构抗震安全评估中的研究
2.
The principle and actualizing steps of nonlinear static procedure for performance-based seismic response(Pushover method) are expatiated,and it is applied to a example of 10 story RC frame structure.
阐述了基于性能的地震反应静力非线性分析方法(Pushover法)的原理及实施步骤;利用结构有限元分析软件ETABS分别采用地震反应谱法、底部剪力法、Pushover法和动力时程分析法对一10层钢筋砼框架结构进行了抗震评估分析。
3.
Considering the complexity of time history analysis on each curved bridge pier whose maximum response relies on the seismic angle,a relationship between the curvature at the bottom of the pier and the seismic response was presented based on the principle of Pushover method.
鉴于曲线桥每个墩柱的最大反应依赖于不同的地震输入角度,运用时程分析工作量大,本文基于Pushover法基本原理,考虑曲线桥墩柱底部曲率与地震动力反应的关系,提出了曲线桥在地震作用下动力响应的最不利角度的简化计算方法。
2) Pushover analysis
Pushover方法
1.
An improved adaptive spectra-based pushover analysis procedure for estimating seismic performance for bridge structures;
改进的适应谱Pushover方法评价桥梁结构的抗震性能
2.
The structure will come into elastic-plastic state under the intense earthquake and the response in the earthquake is correlated with the structural over-strength and structural ductility which can be reflected by the structural influencing coefficient R which has been obtained by the Pushover analysis of the three eccentrically K-braced steel frames.
结构的延性和超强能力可用结构影响系数R反映,通过对三个K型偏心支撑钢框架用Pushover方法分析得出了其结构影响系数,就所分析的三个算例而言,现行《建筑抗震设计规范》(GB50011-2001)对K型偏心支撑钢框架的水平地震作用取值偏大。
3.
Using a number of ground motions and the RC frame structures designed according to Chinese seismic code, the global capacity envelopes and overstrength of RC frame structures attributing to redistribution of internal forces are studied by means of incremental dynamics analysis and Pushover analysis.
本文首先给出了严格按我国抗震规范设计的几个典型钢筋混凝土框架结构,用大量经过筛选的地震动记录,分别利用动力时程分析法和Pushover方法确定了结构的整体能力曲线,并研究了结构在非弹性阶段由于内力重分布而形成的超强,得出结论:利用时程分析法建立结构的整体能力曲线时,地震动记录的场地条件对结构的能力曲线影响不大;动力时程分析法和Pushover方法给出的超强的差别随层数的增多而增加;在还没有进行大量细致的工作和研究之前,可以保守地认为严格按我国抗震规范设计的钢筋混凝土框架结构的超强系数最小值为2。
3) pushover-QR method
Pushover-QR法
1.
Combining the QR-method based on B-spline functions and the pushover analysis method,the authors put forward the pushover-QR method for static elasto-plastic analysis of high-rising buildings in this paper.
目的将以B样条函数为基础的QR法与Pushover分析方法相结合,建立高层建筑结构静力弹塑性分析的Pushover-QR法。
4) Pushover method
Pushover方法
1.
An analysis of failures and failure dependencies of the RC frame structuresbased on the pushover method;
基于Pushover方法的混凝土框架梁失效及相关性分析
2.
The practical research on pushover method based on national seismic code;
基于我国抗震设计规范的pushover方法实用化的研究
3.
By means of the Pushover method and the Monte Carlo random analysis, This paper andyzes the lapse relativity problem of frame construction under earthquake.
采用Pushover方法,通过大量的MonteCarlo随机模拟分析,研究了框架结构在地震作用下的失效相关性问题,得出了在小震和强柱弱梁情况下框架梁的失效规律及相关性规律。
5) modal pushover method
模态Pushover法
6) pushover analysis method
Pushover分析方法
1.
A pushover analysis method for seismic analysis and design of underground structures;
地下结构抗震分析与设计的Pushover分析方法
2.
In order to replace the complicated time-history analysis method and estimate the structure s seismic performance,many scholars have done a lot of researches on Pushover analysis method.
为了代替烦琐的动力弹塑性反应分析方法，方便有效的评估结构的抗震性能，不少学者对静力弹塑性反应分析方法(Pushover分析方法)进行了大量研究。
3.
It can be found that the results obtained through the two methods are in good agreement,indicating that the Pushover analysis method introduced in the paper has a high applicability and a good computational accuracy,and hence is suitable for the seismic analysis and design of underground structures.
目前已提出了一种适用于地下结构抗震分析与设计使用的Pushover分析方法,介绍了该方法水平荷载分布形式与目标位移的确定思路以及实施步骤。
补充资料：法性属法为法性土
【法性属法为法性土】
谓真如法性之理，譬如虚空，遍一切处，乃是法身所证之体，即为所依之土，故名法性属法，为法性土。
谓真如法性之理，譬如虚空，遍一切处，乃是法身所证之体，即为所依之土，故名法性属法，为法性土。
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