1.
Effective Length Factor of Columns in Two Web and Top-seat Angle Semi-rigid Connected Steel Frames;
四角钢半刚性连接刚架柱计算长度系数
2.
Effective Length Factor of Column in Eccentrically Braced Steel Frames with Semi-rigid Connections
偏心支撑半刚接平面钢框架柱计算长度系数
3.
Effective Length Factor of Column in Sway Steel Frames with Reduced Beam Section Connections
狗骨式节点连接的钢框架柱计算长度系数
4.
Practical method for calculating effective length coefficient for pillar of main frame of steel arc gates
弧形钢闸门主框架柱计算长度系数实用计算方法
5.
Effective length factor of column in sway steel frames with dog-bone connections
梁削弱式节点连接的侧移钢框架柱计算长度系数
6.
Study on the Effective Length of Columns in the Staggered Truss Structures;
交错桁架结构柱子计算长度系数研究
7.
Calculating Methods of Semi-rigid Steel Frame′s Effective Length Coefficient
半刚性钢框架柱有效长度系数的计算方法
8.
Rotational Stiffness of Plated Column Base and Effective Length of Columns
平板柱脚的转动刚度和柱的计算长度
9.
Effective Length of Columns in Multi-Storey Steel Building Structures(Ⅱ):Numerical Examples
关于多高层钢结构柱计算长度(Ⅱ):数例说明
10.
Meanwhile, the formulas for the brace threshold stiffness and the effective length factor under these conditions are also given.
同时给出了在此种条件下的阈值刚度和柱子的计算长度系数的表达形式。
11.
Evaluating Effective Lengths of Columns in the Staggered Truss Structure;
交错桁架结构中柱子的计算长度研究
12.
In designing the sucker rod, correct the line density, elasticity coefficient, rigidity and so on.
本文在进行空心抽油杆柱的设计计算时,对空心抽油杆的线密度、性系数、度等参数进行了修正。
13.
STUDY ON EFFECTIVE LENGTH DESIGN METHODS OF RC.FRAME COLUMNS;
钢筋混凝土框架柱计算长度设计方法研究
14.
Confirmation of Post Calculating Length of Salt Making Workshop and the Rigidity Ratio of Girder and Post
制盐厂房框架柱计算长度的确定及梁柱适宜刚度比
15.
Research on Out-of-Plane Effective Length Factor of Strut with Varying Internal Force
变内力杆件平面外计算长度系数的研究
16.
Analysis on effective length of column in semi-rigid jointed steel frames with lateral displacements;
有侧移半刚性连接钢框架柱计算长度的研究
17.
Influence of abnormal beams on effective length of steel frame
考虑非规则梁影响的钢框架柱计算长度
18.
Effective Length of Columns in Multi-Storey Steel Building Structures(Ⅰ):Theoretical Explanation
关于多高层钢结构柱计算长度(Ⅰ):理论解释