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混凝土巨型框架
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  mega-frame
     The analysis model of prestressed concrete mega-frame during the construction process
     预应力混凝土巨型框架考虑施工过程的分析模型
短句来源
     The Mechanics Analysis of Prestressed Mega-Frame Structure during the Construction Process
     预应力混凝土巨型框架结构考虑施工过程的受力分析
短句来源
     Finally, to find the difference of stress and strain between the two methods, the author used finite element method to simulate the construction process of the mega-frame structure though the soft ware of ANSYS.
     最后,作者利用有限元分析软件ANSYS模拟预应力混凝土巨型框架结构的施工过程,比较考虑施工过程与整体分析时两种方案下的应力和应变等方面的差异。
短句来源
     The mega-frame concrete structural system is adopted for the main exhibition hall of Tangshan International Convention & Exhibition Center. The huge columns consist of case-in site RC frame-tube and the large-span beams are made by RC box-sections.
     唐山市国际会展中心展厅采用混凝土巨型框架结构体系,巨型柱为现浇钢筋混凝土框架形成的筒体,大跨度梁采用现浇混凝土箱形截面。
短句来源
     After iterative discussing, the adding scheme of prestressed concrete mega-frame around old building is applied.
     经反复论证 ,决定采用套建预应力混凝土巨型框架增层的结构方案。
短句来源
更多       
  concrete mega-frame
     The analysis model of prestressed concrete mega-frame during the construction process
     预应力混凝土巨型框架考虑施工过程的分析模型
短句来源
     Secondly, to the special type of this prestress concrete mega-frame structure, the different prestress losses were calculated during construction process because of batch pretension. By analyzing traditional method of prestress losses, this paper derives a precise long-term prestress lossess formula for evaluating the effect of the shrinkage creep considering the variation of stress, the variation of elastic modulus in different age, and the influence of reinforcement on shrinkage creep.
     其次,针对预应力混凝土巨型框架这种特定的结构形式,考虑了施工过程中分批张拉时各项预应力损失,在分析了现行预应力损失广西大学硕士学位论文的计算方法基础上,根据徐变力学基本方程及中值系数法推导出考虑应力变化、弹性模量随龄期变化,引入施工过程分析收缩徐变和预应力筋的松弛对结构体系的影响,建立了考虑施工过程对预应力长期损失影响的计算公式。
短句来源
     After iterative discussing, the adding scheme of prestressed concrete mega-frame around old building is applied.
     经反复论证 ,决定采用套建预应力混凝土巨型框架增层的结构方案。
短句来源
  “混凝土巨型框架”译为未确定词的双语例句
     Experimental Investigation on the Concrete Mega-frame Structure System for Tall Residential Building
     高层住宅中混凝土巨型框架体系应用的研究
短句来源
     Research on Seismic Pounding of Multifunctional Vibration-absorption RC Megaframe Structure
     混凝土巨型框架多功能减振结构地震碰撞问题研究
短句来源
     Based on the basic theory of Mega-Sub Controlled System, a framework project is built,and a three dimensional parametrization finite element model is set up in this paper,some subroutines are programmed in APDL for the modal analysis, spectral analysis, power spectral density analysis and time-history analysis.
     本文根据巨-子型控制结构体系的原理提出了混凝土巨型框架的结构方案,建立了参数化的三维结构模型,利用ANSYS的二次开发语言APDL编制了模态分析、响应谱分析、随机振动分析以及动力时程分析的子程序段,结合现行规范对巨-子型控制结构体系的抗震性能做了综合分析,并与相应的普通巨型框架结构进行了对比研究。
短句来源
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Application of reinforced concrete mega-structure system for the construction of tall restidential buildings has been investigated. Beam-column joints are critical regions to ensure seismic behavior of mega-frame. Inelastic behavior of mega-frame joints with openings at joint cores and the control of structural failure mechanism are analyzed under cyclic loading tests.

研究探讨了巨型结构体系在高层住宅建筑中的应用.钢筋混凝土巨型框架的梁柱节点是保证结构抗震性能的关键部位,通过试验对有开洞巨型框架节点在非弹性变形阶段的受力性能、结构破坏机制的控制等问题做了分析.

Experiment on two reinforced concrete beam-column joints of mega-frame is intruduced. Failure procedure, failure pattern and mechanical behaviour of the joint are studied. The calculation method of the overall flexural strength of mega-beam is established by limit analysis.

介绍了两个钢筋混凝土巨型框架梁柱节点的试验,研究了节点区不开洞、梁端破坏的梁柱节点的破坏过程、破坏形态和受力性能,用极限分析建立了巨梁整体受弯承载力的计算方法.

The behavior of reinforced concrete (RC) mega frame beam column core regions was studied by calculating the shear force and the shear capacity of each portion of the core regions. The theory of reinforced concrete membrane elements was used to develop a theoretical method for analyzing the behavior of beam column core regions. This method was used to calculate the load carrying capacity of the core region of four RC mega frame beam column joint specimens and to analyze the failure process of one of...

The behavior of reinforced concrete (RC) mega frame beam column core regions was studied by calculating the shear force and the shear capacity of each portion of the core regions. The theory of reinforced concrete membrane elements was used to develop a theoretical method for analyzing the behavior of beam column core regions. This method was used to calculate the load carrying capacity of the core region of four RC mega frame beam column joint specimens and to analyze the failure process of one of the four specimens, which sustained damage in its core region. The ultimate analysis method was used to calculate the beam bending capacity of the specimens. The analytical results agreed well with the test results. The experimental and theoretical results were used to develop a new method for calculating the shear force and shear capacity of RC mega frame beam column core regions, which can be used to design RC mega frames.

研究了钢筋混凝土巨型框架梁柱节点核芯区的受力性能以及节点区各部分的剪力值和受剪承载力的计算方法。用钢筋混凝土薄膜元理论 ,建立了节点区受力分析的理论方法 ;用建立的方法计算了 4个巨型框架梁柱节点试验模型节点区的承载力和其中一个节点区破坏的模型的破坏过程 ,用极限分析法计算了 4个试验模型梁端的受弯承载力 ,计算结果与试验结果吻合较好。在此基础上 ,提出了节点区抗剪计算的建议 ,可作为工程设计参考

 
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