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异型柱框架     
相关语句
  special-shaped column frame
     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
     special-shaped column frame, its seismic behavior is studied and a new dissipating-seismic-energy structure, R. C. special-shaped column frame with Viscoelastic Friction Damper(F-Ved) is proposed and studied.
     为了进一步推广和扩大异型柱框架结构的应用范围,本文对异型柱框架结构在水平地震作用下的受力特点和抗震性能进行了研究,并提出在异型柱框架中设置粘弹性—摩擦阻尼器(Viscoelastic-Friction Damper,简称F-Ved),对其进行了水平地震作用下的减震控制研究。
短句来源
     Discussion on the Problems of Short Piers Shear Wall and Special-shaped Column Frame
     短肢剪力墙与异型柱框架若干问题的讨论
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
     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
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  frame with special-shaped columns
     In this paper,the model for elastic dynamic calculation of the light-weight filled walls and the frame with special-shaped columns working together is established. The method for computing earthquake action at elastic stage of this structure is given.
     本文在四个模型试验研究基础上,建立了轻质填充墙与异型柱框架共同工作的弹性动力计算模型,给出了结构弹性阶段地震作用的计算方法。
短句来源
     Experimental study on aseismic behavior of high-rise bracing frame with special-shaped columns of large bays and rigidity variation along the height
     沿高变刚度设支撑高层大开间异型柱框架抗震性能试验研究
短句来源
     In this paper, the aseismatic behavior of the frame with special-shaped columns used on large space in basement is analyzed, and the method of its aseismatic design is discussed.
     本文分析了底部大空间异型柱框架的受力特点,讨论了其抗震设计方法。
短句来源
     Earthquake simulation shaking table test and theoretical analysis on seismic isolation effect of a model of RC frame with special-shaped columns(“L”,and cross shaped section) are introduced in this paper.
     对一栋1:6比例的5层基础隔震异型柱框架结构模型进行了地震模拟振动台试验研究。
短句来源
     Nonlinear Dynamic Analysis of R.C.Frame with Special-shaped Columns with Different Flange
     不同肢长异型柱框架结构弹塑性时程分析
短句来源
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  “异型柱框架”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
     The Design of Frame Structures with Special-shaped column
     异型柱框架结构设计浅析
短句来源
     Calculating method of nonlinear deformation on column elements of the frame with L,+,T shaped columns
     异型柱框架柱单元的非线性变形计算方法
短句来源
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The frame with special -shaped reinforced concrete column is a new building structure. On the basis of the experiment about special -shaped columns and the frame with special -shaped columns which are filled by pulverized ash block [1~6] ,the dynamic model for structural calculation is analysed.the control on the floor which is weak and the performance of special - shaped columns are discussed. Some suggestions on earthquake - resistant design are presented.

钢筋混凝土异型柱框架是新型住宅结构。本文以粉煤灰砌块填充墙异型柱框架试验研究及异型柱试验研究为基础,分析了结构动力计算模型问题、控制薄弱层问题和异型柱工作性能问题,提出了若干供抗震设计参考的建议。

In this paper on the basis of experimental research on the model of frame with special-shaped columns and bracings in the first storey,according to the demands of aseismic analysis,the aseismic behavior of structure the calculative model and the stiffness of the filling wall are preliminarily studied. Aseismic analysis method is briefly stated. Some proposals for aseismic design are made.

本文在底层带支撑异型柱框架模型试验研究基础上,按抗震分析需要,对结构抗震性能问题、计算模型问题、填充墙刚度问题等进行了初步研究,简述了抗震分析方法,提出了供抗震设计参考的建议。

In this paper, on the basis of model test, the concept of two-stage analysing of the ductility of frame with special-shape columns and bracings in the first story is presented. The conant can be used as reference for seismic design.

本文在模型试验的基础上,提出了按两阶段分析底层带支撑异型柱框架延性的概念,可供抗震设计参考.

 
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