1.
Vierendeel megatrusses design on earthquake-resistance and inner-stiffened joints
巨型空腹桁架结构抗震与内加劲节点设计
2.
Behavior of Welded Joints of Rectangle Hollow Sections with Internal Stiffeners;
带内加劲板的矩形钢管焊接节点性能研究
3.
Behavior of multiplanar circular hollow section joints with internal stiffeners
具有内加劲肋的空间多支管的圆管节点性能研究
4.
Determination for stiffener length of external T-stiffener box-column to I-beam connections
T型外部补强箱型节点加劲肋长度的确定
5.
Fatigue Performance of Ear-plate Joints in Steel Truss Stiffened Suspension Bridge
钢桁加劲梁悬索桥耳板节点抗疲劳性能研究
6.
Experimental Study of Ear-Plate Joint of a Long Span Stiffening Steel Truss Girder Suspension Bridge
大跨钢桁加劲梁悬索桥耳板节点试验研究
7.
Experimental and Theory Study on Unstiffened and Typical Stiffened Steel Tubular Joints of Large-Span-Weight Structures;
大跨度重型钢管相贯节点与典型加劲节点的试验与理论研究
8.
Experimental Research on the Middle Joint of the Box-column Steel Frame Without Transverse Stiffing Plate;
不设横向加劲板的箱型柱钢框架中节点试验研究
9.
Research on Behavior of Endplate Joints with the Effect of Endplate-rib in Gabled Frames;
门式刚架端板连接节点在加劲肋作用下的性能研究
10.
FEM analysis on behavior of unstiffened welded steel moment connections between box-shape column and H-shape beam
无加劲箱形柱与H型钢梁全焊节点性能有限元分析
11.
Fatigue test on integral joint of the main truss of the Baling River Bridge
坝陵河大桥钢桁加劲梁主桁架整体节点疲劳试验
12.
PARAMETER ANALYSIS OF CONNECTIONS WITH VERTICAL STIFFENER BETWEEN THE CONCRETE-FILLED SQUARE TUBULAR COLUMN AND STEEL BEAM
方钢管混凝土柱-钢梁竖向加劲板式节点参数分析
13.
Ultimate Bearing Capacity Analysis of the Middle Joints Which Connect the Steel H Beam of the Steel Frame and No Stiffing Plates Provided in the Box-column
不设横向加劲板箱形柱钢框架中节点有限元分析
14.
There 's something wrong with my inside .
我内脏有点不对劲。
15.
The vertical stiffener connection is suitable for rectangular steel tube column that the sectional area is smaller and H-steel beam connections.
垂直加劲肋节点适于柱截面较小的方钢管（矩形管）柱和H型钢梁节点。
16.
Design Requirements for Diaphragm in Welded Moment Connections between Box-shape Columns and H-shape Beams in Steel Frame;
钢框架箱形柱与H型钢梁全焊连接节点中水平加劲隔板设置的条件
17.
The Strength Design Condition of the Mid-joint of the Box-column Without Transverse Stiffing Plate Connects Rigidly H-beam;
不设置水平加劲板的箱形柱-H型钢梁刚性连接中节点的强度设计条件
18.
STUDY ON STATIC STRENGTH OF TUBULAR JOINTS REINFORCED WITH HORIZONTAL INNER PLATE
内置横向插板加强型管节点静力强度研究