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

• 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。
• Anna is always attacking other children, pushing them over.
  安娜总是攻击其他孩子，把他们推倒。
• Seismic Evaluation of Masonry Structures Based on Push-over Method for Primary and Middle School Buildings
  基于pushover方法的砌体结构中小学建筑抗震性能评估
• It took a serious illness to push him over the precipice into debt.
  他生了一场大病才跌入债务的深渊的。
• Every release should narrow the gap and eventually push Rubinius over the top with all core methods in terms of performance compared to1.8.
  每一个发布版都会着重解决性能问题，最终目标是Rubinius的所有核心类方法的性能都要比1.8中的要优秀。
• Secondly, after experiencing the failure to push over Yuan's rule by law, he recognized more clearly the reactionary nature of Yuan Shi-kai and finally started fighting against Yuan by force to safeguard the republic.
  其次，在经历了法律倒袁失败之后，对袁的反动本质有了进一步的认识，终于开始了武力讨袁、维护共和的英勇斗争。
• And the results calculated are verified by non-linear static push-over analysis method, the structural performance is checked through the lateral carrying capability, ductility and the order of plastic hinge.
  并利用静力弹塑性pushover分析方法对设计结果进行校核，通过结构的抗侧能力、塑性铰出现的顺序来考察结构的抗震性能。
• Push-over analysis based on the basic principle and design method
  pushover分析的基本原理和设计方法
• 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。
• Basic features of the method are non linear static analysis ( i.e., push over analysis), transformation between multi degree of freedom system ( MDOF) and single degree of freedom system ( SDOF), and seismic demand curve in the form of acceleration displacement spectrum.
  该方法采用了振型分解法建立的多自由度体系和等效单自由度体系之间的转换关系，以及由现行《建筑抗震设计规范》的反应谱曲线建立的结构抗震要求曲线。