h型节点,h-joint
1)h-jointh型节点
1.The experimental study with full scale model and analysis based on FEM are carried out on typical h-joints;and the results show that the bending moment transferred by ear plate to chord beyond nallow region leads to local buckling on the chord;so local strength of chord is one of the most important control factors in the design of this typical joint.本文对这类典型的h型节点的极限承载力进行了足尺试验研究和有限元数值分析。
2)H-beam space steel truss jointH型钢空间钢桁架节点
英文短句/例句

1.Experimental Research on Seismic Behavior of H-beam Space Steel Truss Joint;H型钢空间钢桁架节点抗震性能试验研究
2.Effective Lengths of Compressed Members in Multi-planar Tubular Truss with Simple Joints;空间相贯节点钢管桁架中受压杆件的计算长度
3.The Limit Bearing Capacity for Gap K-Joints of Steel Lipped Channels Trusses;卷边槽钢桁架K型间隙节点的极限承载力
4.Aseismatic Experimental Research on the Joints of Space Steel Truss and RC.tubal Column;空间钢桁架与钢筋混凝土管柱连接节点抗震性能试验研究
5.DOUBLE-WEB VIERENDEEL TRUSSES AND THE ULTIMATE LOAD BEARING CAPACITY OF SQUARE HOLLOW SECTION π-JOINTS双竖腹杆空腹桁架与方钢管连接π型节点的极限承载力
6.Finite Element Analysis on Steel-Concrete Mixed Connections of Air-Cooled Condenser Supported Truss空冷支撑桁架钢—混凝土混合节点有限元分析
7.Design and Optimum Analysis of H-section Steel Truss Structure;H型钢桁架结构设计计算及优化分析
8.Research on Stiffness of Joints in Bolted Connected Cold-formed Steel Trusses;冷弯薄壁C型钢桁架螺栓连接节点刚度研究
9.Axial Force Calculation Model of Circular Hollow Steel Member in Truss with Overlapped Unstiffened Joints搭接节点圆钢管桁架结构轴力计算模型
10.Experimental Study on Properties of a New-Type Welded Steel Joint某工程钢桁架新型节点受力性能试验研究
11.DESIGN OF TUBE TRUSS OF LARGE-SPAN ROOF FOR LARGE-SIZED PLANT鞍钢大型厂房大跨度屋面空间管桁架设计
12.The Research on the Elastic-Plastic of Space Cast Steel of Hollow Spherical Joints and Steel Frame Joints;空间铸钢球节点与钢框架节点的弹塑性研究
13.Scheme Design of Large-span Steel Structure Truss Structure大跨度空间钢结构桁架结构设计研究
14.Design and Analysis on Space Steel Pipe Truss Elevated Pedestrian Crossing空间钢管桁架人行天桥的设计与分析
15.Construction Monitoring and Nonlinear Finite Element Analysis of Steel Reinforced Concrete Transition Truss Joints型钢混凝土转换桁架节点施工监控及非线性有限元分析
16.Design of a Box Section No-panel Joint Full-welded Steel Truss Pedestrian Overpass箱型截面杆件无节点板全焊钢桁架人行天桥设计
17.Discussion About Influence of Joint Rigidity of Long Span Suspension Bridge with Stiffening Steel Truss Girder on Completed Bridge Working Points大型钢桁架悬索桥节点刚度对成桥受力影响探讨
18.Analysis of the Mechanical Behavior of Gusset Plate to CHS KK-joints空间KK型钢管—板节点受力性能分析
相关短句/例句

H-beam space steel truss jointH型钢空间钢桁架节点
3)H section energy saving lampH型节能灯
1.Electric heater is used to change environment temperature of H section energy saving lamp and the relation of variations of voltage(U)and electrical current(I) of lamp is repeatedly determine by using method shower.用电热器模拟改变H型节能灯工作时的环境温度T ,反复测定不同温度下灯的电压U和电流I的变化关系 ;用照度计测定设定被照面上照度值E的变化 ,从而间接确定灯工作时环境温度T对其光通量Φ的影响。
4)H shaped steel beam and pipe steel column jointH 型钢梁与圆管柱连接节点
5)K-jointsK型节点
1.As one of the most fundamental joint configurations in tubular structures, The ultimate capacity of planer gap tubular K-joints is insufficient sometimes, which limit the project application of steel tube-truss.然而,在实际工程中K型节点的极限承载力有时不足,限制了钢管结构在工程上的应用。
2.Thus, an analytical parametric study was conducted to investgate the behavior of uniplanar K-joints and multiplanar KK-joints.在此基础上,通过变参数分析考查了平面K型和空间KK型节点受力性能和节点破坏模式,研究了几何参数、主管应力比η、加劲构造等因素对节点受力性能和极限承载力的影响规律;同时,对于KK型节点,还考虑考虑了腹杆加载比例P2/P1的影响。
6)butterfly joint蝶型节点
1.The butterfly joint of external tube and the column base joint are the key joints of the structure.本文通过对蝶型节点的有限元分析,提出此类节点简化的设计方法,保证了在支撑构件屈服时,蝶型节点能基本保持弹性,满足"强节点、弱杆件"的结构抗震要求。
延伸阅读

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