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柱梁
相关语句
  column-beam
     The simplified column-beam frame model of spacial steel frames and elastic-plastic dynamic analysis
     空间钢框架结构的简化柱梁模型及其弹塑性动力分析
短句来源
     THE SIMPLIFIED COLUMN-BEAM MODEL FOR PLANAR AND SPACIAL STEEL FRAMES
     平面与空间钢框架结构的简化柱梁模型
短句来源
     The simplified column-beam frame model presented in this paper not only considers the former factors but also simplifies the high rise planar steel frame, planar double system and space structure effectively. So it is well applied to the second-order elastic-plastic dynamic analysis of steel frame.
     本文介绍的简化柱梁模型考虑以上因素,对高层平面钢框架结构和空间结构进行了有效的简化,并进行了钢框架的二阶弹塑性动力分析。
短句来源
     Based on the characteristics of steel frames, a new model, named as simplified column-beam model, is developed for the seismic response of planar steel frames, planar double systems and spacial steel frame structures.
     根据钢框架结构的受力特点,提出了平面简化柱梁模型、双重体系简化柱梁模型和空间简化柱梁模型。
短句来源
  “柱梁”译为未确定词的双语例句
     Formwork construction technology of heavy-section beam-column
     大截面柱梁模板的施工技术
短句来源
     STUDY ON STRUCTURAL DESIGN OF BEAM-COLUMN NODE
     关于柱梁节点结构设计的探讨
短句来源
     Molding steel concrete column and girder construct technology in the enlarge engineering of Qingdao Commend Center
     青岛评荐中心扩建工程型钢混凝土柱梁施工技术
短句来源
     The results showed that the connection of beam to column joints was vital to the safety of the whole structure.
     结果表明,柱梁结点的安全与整个结构的安全密切相关
短句来源
     Structural analysis and design of bearing column girder transfer floor
     托柱梁式转换层结构分析及设计
短句来源
更多       
  相似匹配句对
     ON MIXED BEAM-TO-COLUMN CONNECTION
     的直接混合连接
短句来源
     EXPERIMENTAL INVESTIGATION ON BEHAVIOR OF EXTERIOR BEAM-T COLUMN JOINTS
     T形-结点受力性能研究
     Pave Pillar
     (宝石)
短句来源
     Chromatographicseparation has been achieved on C18 column with acetonitrile-O.
     C18;
短句来源
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  column-beam
The yield strength ratio of the beam to the column for the column-beam structure was about 0.5.
      


A method of deflection-proportioning and slope-estimating for computing the wind stresses in multi-storied building frames is presented in this paper. No matter whether the building frame is regular or irregular, this method affords a simple solution with accurate result.

本文舉一位移比率角變估計法,以之分析多層屋架之風應力,該項屋架,不論規則與否,均可利用本法,其所採步驟,既十分簡單,其所得結果,又相當精確。本法首先利用角變位移法,考慮屋架之相對形變,亦即估計屋架各層之相對位移,以及屋架各結點之相對角變。然後利用撓矩分配法,求得柱梁二端之相對撓矩,尋求該項相對撓矩之時,可以利用第一步之結果,亦即估計柱二端之相對定端撓矩,以及結點四圍之相對傳遞撓矩,先傳遞而後分配之。最後利用疊加原理,觀察屋架各層之相對平向剪力,與共實在平向剪力,成何等之比率。如將第二步之結果,乘以該項比率,則所得之撓矩應為正確之值。

The experimental results from bidirectional cyclic loading tests on twelve reinforced concrete space beam-column joints are reported in this paper. The primary research variables were the ratio of the column-to-beam flexural strength, confining member size ( beam and slab ) , joint reinforcement, axial column load and loading history. The hysteretic behavior of the joint and the slippage of beam and column bars through the joint were also examined. Based on the test results, the recommendations for design of...

The experimental results from bidirectional cyclic loading tests on twelve reinforced concrete space beam-column joints are reported in this paper. The primary research variables were the ratio of the column-to-beam flexural strength, confining member size ( beam and slab ) , joint reinforcement, axial column load and loading history. The hysteretic behavior of the joint and the slippage of beam and column bars through the joint were also examined. Based on the test results, the recommendations for design of space beam-column joints under earthquake-type actions including a minimum column-to-beam flexural strength ratio, a minimum confining beam-to-column width ratio, the calculation method for joint shear strength and the minimum anchorage length for beam bars in the joint are presented.

本文提供了12个钢筋砼空间框架节点在双向反复荷载作用下的试验研究结果,其主要的研究参数是柱梁抗弯强度比值、约束构件尺寸(梁与板)、节点配筋、柱轴向力以及加荷过程。对节点的滞回特性和通过节点的梁筋与柱筋的滑移也进行了研究。在试验结果的基础上,提出了在地震型荷载作用下空间框架节点的设计建议,其中包括柱梁抗弯强度的最小比值、约束梁梁宽与柱宽的最小比值、节点抗剪强度的计算方法以及梁纵向钢筋在节点内的最小锚固长度。

Through the resu Its of 134 specimens tested by the Central Research Institute of Building and Construction of the Ministry of Metallugical Industry and the Xi'an Institute of Metallurgy and Construction Engineering, the load transter mechanism, failure modes, deformation, crack, ductility and aseismic behavior of steel reinforced concrete ( SRC ) members have been studied. Based on these tests and with reference to the research of others at home and abroad, the formulas for calculating the strength of steel...

Through the resu Its of 134 specimens tested by the Central Research Institute of Building and Construction of the Ministry of Metallugical Industry and the Xi'an Institute of Metallurgy and Construction Engineering, the load transter mechanism, failure modes, deformation, crack, ductility and aseismic behavior of steel reinforced concrete ( SRC ) members have been studied. Based on these tests and with reference to the research of others at home and abroad, the formulas for calculating the strength of steel reinforcedconcrete members are presented.

通过在冶金部建筑研究总院和西安冶金建筑学院所进行的134个试件的试验,对型钢砼柱、梁及节点的受力机理、破坏形态,变形与裂缝、延性及抗震性能进行了研究,并参照国外的经验,提出了型钢砼构件的强度计算方法。

 
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