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   superhigh building 在 建筑科学与工程 分类中 的翻译结果: 查询用时:0.095秒
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  超高层建筑
    Combine with engineering practice, introduce CFG stake of compound foundation to application of superhigh building engineering in Zhengzhou, offer experience to construction and design in similarity engineering.
    结合工程实践,从工程地质、复合地基加固效果分析等方面,介绍了CFG桩复合地基在郑州某超高层建筑工程中的应用情况,为类似工程的施工和设计提供借鉴。
短句来源
    In the light of American "9.11" terrorist affair, the article makes a rational analysis and reflection on the superiority property and the passive property of high building, since there is an argument about the necessity of the existence of high or superhigh building in the architectural field.
    该文结合美国“9. 11”恐怖事件以来建筑界出现的对“高层建筑、超高层建筑”有无存在必要性的争论 ,从高层建筑、超高层建筑的优越性和消极性两方面进行了理性的分析和思考
短句来源
  超高层建筑
    Combine with engineering practice, introduce CFG stake of compound foundation to application of superhigh building engineering in Zhengzhou, offer experience to construction and design in similarity engineering.
    结合工程实践,从工程地质、复合地基加固效果分析等方面,介绍了CFG桩复合地基在郑州某超高层建筑工程中的应用情况,为类似工程的施工和设计提供借鉴。
短句来源
    In the light of American "9.11" terrorist affair, the article makes a rational analysis and reflection on the superiority property and the passive property of high building, since there is an argument about the necessity of the existence of high or superhigh building in the architectural field.
    该文结合美国“9. 11”恐怖事件以来建筑界出现的对“高层建筑、超高层建筑”有无存在必要性的争论 ,从高层建筑、超高层建筑的优越性和消极性两方面进行了理性的分析和思考
短句来源
  超高层建筑
    Combine with engineering practice, introduce CFG stake of compound foundation to application of superhigh building engineering in Zhengzhou, offer experience to construction and design in similarity engineering.
    结合工程实践,从工程地质、复合地基加固效果分析等方面,介绍了CFG桩复合地基在郑州某超高层建筑工程中的应用情况,为类似工程的施工和设计提供借鉴。
短句来源
    In the light of American "9.11" terrorist affair, the article makes a rational analysis and reflection on the superiority property and the passive property of high building, since there is an argument about the necessity of the existence of high or superhigh building in the architectural field.
    该文结合美国“9. 11”恐怖事件以来建筑界出现的对“高层建筑、超高层建筑”有无存在必要性的争论 ,从高层建筑、超高层建筑的优越性和消极性两方面进行了理性的分析和思考
短句来源
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In this paper, the static equations of the tube structure in superhigh buildings is analyzed by finite strip method. The lateral rigid matrix is obtained by means of the static reduction technique first. Then the mass of structure is concentrated equivalently on each of floors and the basic equatjons of coupled translation-torsion vibration of fhe structure are derived. Hence the earthquake loads can be calculated according to the response spectrum theory.

本文首先利用有限条法分析高层建筑筒体结构的静力方程,采用静力缩聚法,求出结构的侧向刚度矩阵,然后将结构质量等效集中到各层楼面,最后导出了结构平动一扭转耦联振动基本方程.由此可以按反应谱理论计算地震荷载.

Central TV Tower is a superhigh building of special kind To

中央电视塔属于特殊超高层建筑物,一旦发生火灾扑救难度较大,因此消防设计方面有其特殊性。本文较详细介绍,本着“预防为主,防消结合,立足自救”方针的消防设计方案。以及移动式化学灭火器,消火栓灭火系统,自动喷水灭火系统,固定式“1301”灭火系统等的保护措施。

Steel initial stress is a matter of interest to engineers and technicians when concrete filled steel tubular (CFST) structures are used in long span bridges and highrise or superhigh buildings. Based on the steel follow up strengthening and concrete bounding surface constitutive relationships, this paper writes a nonlinear finite element program for calculating complete curve of CFST compression bending trosion members under the initial stress. It has many characteristics such as in selecting constitutive...

Steel initial stress is a matter of interest to engineers and technicians when concrete filled steel tubular (CFST) structures are used in long span bridges and highrise or superhigh buildings. Based on the steel follow up strengthening and concrete bounding surface constitutive relationships, this paper writes a nonlinear finite element program for calculating complete curve of CFST compression bending trosion members under the initial stress. It has many characteristics such as in selecting constitutive relationships, setting the finite element model and solving the nonlinear point, so it not only saves many calculating time but also solve the actual engineering matters satisfactorily.

钢管初应力是钢管混凝土在大跨度桥梁,高层超高层建筑应用中广大工程技术人员关心的问题。本文在钢材随动强化模型和混凝土边界面模型的基础上编制了计算有初应力的钢管混凝土压弯扭构件全过程曲线的非线性有限元程序,无论在本构关系的选取还是有限元模式的确定,非线性问题的求解都有自己的特色,不仅大大节省了计算时间,也较好地解决了这一工程实际问题

 
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