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计算倒塌
相关语句
  computational collapse
     Study on elasto-plastic seismic response and computational collapse of large-space brick-concrete composite structures
     大空间砖-混凝土组合结构弹塑性地震反应与计算倒塌研究
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  “计算倒塌”译为未确定词的双语例句
     An elasto-plastic model of the large-space brickconcrete composite structure is built for the seismic analysis. The seismic response is investigated by using the fiber,multi-spring and diagonal embrace element to simulate the walls. The applicability of the models and the methods are discussed.
     建立了大空间砖-混凝土组合结构弹塑性分析模型,分别采用纤维单元、多弹簧单元和斜撑单元模型模拟大空间结构的墙体完成结构弹塑性地震反应计算,研究了大空间结构计算模型和计算方法的适用性,提出了结构计算倒塌概念,认为纤维单元与多弹簧单元模型不适合用于模拟强震下大空间结构的连续墙体。
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  相似匹配句对
     We also give a new correction factor to simplify the calculation of the Unstatistic.
     的计算
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     Mobile Computing
     移动计算
短句来源
     Analysis and Calculation of Steel Bar Cage and Scaffolding Collapse Accident of a Pier Project
     某桥墩钢筋笼及脚手架倒塌事故计算分析
短句来源
     Seismic collapse response calculation of reinforced concrete masonry building
     配筋混凝土小砌块建筑地震倒塌反应全过程计算
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An elasto-plastic model of the large-space brickconcrete composite structure is built for the seismic analysis.The seismic response is investigated by using the fiber,multi-spring and diagonal embrace element to simulate the walls.The applicability of the models and the methods are discussed.The concept of computational collapse is proposed.The results show that the fiber and multi-spring elements are not suited for simulating the continuous wall of large-space structures under strong motions.The seismic behavior...

An elasto-plastic model of the large-space brickconcrete composite structure is built for the seismic analysis.The seismic response is investigated by using the fiber,multi-spring and diagonal embrace element to simulate the walls.The applicability of the models and the methods are discussed.The concept of computational collapse is proposed.The results show that the fiber and multi-spring elements are not suited for simulating the continuous wall of large-space structures under strong motions.The seismic behavior and damage shape of the structure under the small,moderate and strong earthquake motions are investigated respectively.The results show that the structure can meet the needs of foundational design,which is 'no damage under small earthquakes and no collapse under strong earthquakes'.The weak parts of the structure are investigated to provide the basis for aseismic design.

建立了大空间砖-混凝土组合结构弹塑性分析模型,分别采用纤维单元、多弹簧单元和斜撑单元模型模拟大空间结构的墙体完成结构弹塑性地震反应计算,研究了大空间结构计算模型和计算方法的适用性,提出了结构计算倒塌概念,认为纤维单元与多弹簧单元模型不适合用于模拟强震下大空间结构的连续墙体。进行了大空间砖-混凝土组合结构的弹塑性地震反应计算,研究了结构在小震、中震和大震作用下的受力特性和破坏形态,结果表明,这一大空间结构可以满足小震不坏和大震不倒的基本设计要求,分析发现了结构的薄弱部位,为结构抗震设计提供了依据。

 
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