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异型柱框架结构
相关语句
  special-shaped column frame structure
     The special-shaped column frame structure is a new type of structure developed from the traditional rectangle section frame structure,The special-shaped column frame structure adopted T Shaped、L Shaped and Cross section of column replaces to the traditional rectangle section column Now there are moe studying the element of special-shaped column, but lacking study of the aseismic performances of the special-shaped column frame structure more deeply。
     异型柱框架结构是在框架结构体系的基础上发展起来的一种新型的结构体系,边柱采用 T 形、角柱采用 L 形、中柱采用十字形截面代替传统的矩形柱截面; 国内外对异型柱构件研究较多,但对异型柱框架结构的整体抗震性能还缺乏完整、系统的研究;
短句来源
     The paper study the modal analysis、response spectrum、dynamic loading characteristics of the special-shaped column frame structure, The author analyze the number of floor 、the weight of floor、the stiffness of the column influence to the frequency of the frame structure;
     本文对异型柱框架结构进行了模态分析、反应谱分析、动力时程分析,分析了结构 层数、柱的刚度、层间重量、柱的肢长与肢宽比值对结构频率的影响,并得出了相应的 计算公式;
短句来源
     Via a design example of dormitory building, the performances and key points of special-shaped column frame structure are discussed.
     通过宿舍楼的设计实例,论述异型柱框架结构的性能和要点。
短句来源
  framed structure with special-shape column
     STUDY ON THE EARTHQUAKE-RESISTANT ENERGY-DISSIPATION CAPACITY OF REINFORCED FRAMED STRUCTURE WITH SPECIAL-SHAPE COLUMN
     增强异型柱框架结构抗震耗能能力的研究
短句来源
     In this paper, on the basis of experimental study, the earthquake-resistant energy-dissipation capacity of framed structure with special-shape column is analysed. The relevant conclusions can be referenced for seismic design.
     本文以试验研究为基础,分析了异型柱框架结构抗震耗能能力的问题,有关结论可供抗震设计参考。
短句来源
  frame structures with special-shaped column
     The Design of Frame Structures with Special-shaped column
     异型柱框架结构设计浅析
短句来源
     According to the characteristics of frame structures with special-shaped column,this paper put forward some advice in structure design of residential building based on engineering experience.
     从异型柱框架结构的自身特点出发,结合工程实践经验提出了异型柱在住宅结构设计中应注意的相关问题。
短句来源
  “异型柱框架结构”译为未确定词的双语例句
     Heterogeneous column portal frame construction design discussion
     异型柱框架结构设计探讨
短句来源
     Design of Special-shaped-column Frame-structure House
     异型柱框架结构住宅设计
短句来源
     Study on the Structural Performance and Design Method of Prestressed Concrete Frame with Special-Section Column
     预应力混凝土异型柱框架结构体系结构性能及设计方法的研究
短句来源
     C. special-shaped column frame with F-Ved to control than for that with VED or FRD.
     2)设置F-Ved的异型柱框架结构的减震效果比设置VED或FRD更明显。
短句来源
     With the increase of the width to thickness ratio of the specially shaped columns, the lateral rigidity of the frame structure with specially shaped columns improves; as a result the seismic resistance of the structure increases greatly. Especially after loading to yield point, it can be seen that the energy dissipation ability of the whole structure is enhanced distinctly.
     研究表明:大流动性外掺粉煤灰的高性能混凝土异型柱边框架属于典型的“强柱弱梁”式结构,随着异型柱柱肢宽厚比的增加,异型柱框架结构水平抗侧刚度提高,高性能混凝土异型柱边框架的抗震性能明显改善,特别体现在屈服荷载点之后,框架结构的耗能能力有显著提高。
短句来源
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In this paper, on the basis of experimental study, the earthquake-resistant energy-dissipation capacity of framed structure with special-shape column is analysed. The relevant conclusions can be referenced for seismic design.

本文以试验研究为基础,分析了异型柱框架结构抗震耗能能力的问题,有关结论可供抗震设计参考。

Shaking table test research and theoretical analysis on seismic isolation effect of a RC frame model with unusual columns (L or T or+section) is introduced in this paper. The prototype of the model is the first base isolated frame building with unusual columns in Guangzhou, China, constructed in 1995. It is proved that the seismic responses of this structural system could be greatly reduced by means of base isolation techniques. The calculation method of earthquake action and dynamic characteristic for regular...

Shaking table test research and theoretical analysis on seismic isolation effect of a RC frame model with unusual columns (L or T or+section) is introduced in this paper. The prototype of the model is the first base isolated frame building with unusual columns in Guangzhou, China, constructed in 1995. It is proved that the seismic responses of this structural system could be greatly reduced by means of base isolation techniques. The calculation method of earthquake action and dynamic characteristic for regular frame buildings with base isolation can also be used on such kind of structure.

本文对一栋比例为1:6的6层基础隔震异型柱框架结构模型进行了模拟地震振动台试验研究.试验与理论分析表明,对这种轻型框架结构体系使用基础隔震技术,可以大大减小结构的地震反应,从而使上部结构设计可参照基础隔震普通框架结构的设计方法进行内力计算,达到既提高抗震性能又可降低工程造价的目的.

A study was made on the practical method of checking the elasto-plastic deformation of the frame system with special-shaped columns by a test of the frame structure with special-shaped R.C columns.

通过对钢筋混凝土异型柱框架结构的试验,研究了这类结构弹塑性变形验算的实用方法

 
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