push over

英 [pʊʃ ˈəʊvə(r)]

美 [pʊʃ ˈoʊvər]

推倒

柯林斯词典

• See also:People have damaged hedges and pushed over walls...Anna is always attacking other children, pushing them over.pushover

双语例句

• Melendres researches and outlines a report first, then tries to complete the writing in one long push over a weekend.
  梅勒德莱斯则首先着手调研，写出报告大纲，然后，在周末一鼓作气完成写作。
• According to the features of tall buildings, three nonlinear macro 3D elements including beam column element, single slice wall element and tube wall element were established with a program of push over analysis for tall structures developed.
  根据高层结构的特点，建立了梁柱单元、单片墙单元和筒体墙单元三种非线性宏观单元，并编制了三维推覆分析程序。
• Now, researchers at the University of Colorado at Boulder say my children are not intentionally trying to push me over the edge.
  现在，博尔德科罗拉多大学的研究人员说我的孩子并不是故意要把我推向极端。
• Full power straight ahead first, then push over, flapping, to a vertical dive.
  他先是全速前进.后一转身，拍着翅膀，垂直疾降。
• The results indicate that Push-over method is an effective method to carry out elastic analysis of structure under the action of rare occurence of earthquake at present, P-Δ effect becomes more and more apprent with the degradation in structure yield and structure stiffness.
  结果表明：pushover方法是目前对结构进行在罕遇地震作用下弹塑性分析的有效方法；PΔ效应随着结构屈服和结构刚度退化的影响越来越明显。
• In order to check the validity and applicability of the push over analysis method, the time-history analysis of nonlinear planar seismic response considering soil-structure interaction for high-rise frame structures with box foundation or raft foundation resting on natural foundation soils was also performed.
  本文应用静力弹塑性分析方法对天然地基上带刚性整体基础（箱型基础、筏板基础以及带一层或半层地下室的筏基）的高层框架结构进行了平面非线性抗震分析研究。
• Push-Over Analysis of Renovated Structures for Seismic Performance Evaluation
  基于pushover方法对改造建筑物抗震性能的评估
• The higher level of maximum ice load will even completely push over the structure in a short time.
  较高的极值冰载荷甚至会造成结构在短时间内发生破坏导致平台倾覆。
• Anna is always attacking other children, pushing them over.
  安娜总是攻击其他孩子，把他们推倒。
• A simplified method for calculation of elastic-plastic inter-story drift ratio of slab-column structure is proposed, and it coincides well with the results by push-over method. 4.
  提出的板柱结构抗震弹塑性层间位移角简化计算方法，与pushover计算结果符合较好。