1.
Hysteretic Behavior on the Strengthen of Beam-to-column Joint in Column-tree Moment-resisting Frame;
树状柱钢框架中梁柱连接节点加强的滞回性能
2.
Research on outer annular-stiffener of SRC beam to CFST column connections
型钢混凝土梁与钢管混凝土柱节点加强环研究
3.
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
4.
Experimental Study on Static Behavior of Spatial CHS Joints Strengthened by IGP;
内置加强板加强型空间圆钢管相贯节点静力性能试验研究
5.
Article20 The State shall exercise strict administration of energy conservation in key energy-using units.
第二十条国家对重点用能单位要加强节能管理。
6.
The Study on the Stiffness of Joint of Steel Beam to CFT Column with Stiffening Ring
加强环式钢管混凝土柱—钢梁节点的刚性研究
7.
EXPERIMENTAL RESEARCH ON THE JOINT STIFFNESS OF CFT-STEEL BEAM SPACE JOINT WITH OUTER CONCENTRIC ANNULAR-STIFFER
钢管混凝土结构外加强环式节点刚性试验研究
8.
Experimental Research and Finite Element Analysis of Reinforced Tubular N-joints;
N型圆钢管加强节点的试验研究和有限元分析
9.
Finite Element Analysis on Concrete-filled Steel Tube Column with Ring Stiffeners;
钢管混凝土加强环式节点的有限元分析
10.
Study on Behavior of Concrete-filled Steel Tubular Column with Outer Ring Stiffeners;
钢管混凝土柱外加强环式节点受力性能研究
11.
Finite Element Analysis of Beam-Column Connections with Side Plate Reinforced Beam Flanges;
侧板加强式梁柱节点抗震性能的有限元分析
12.
The Research on Fortified Joint of Concrete-filled Steel Tube Column to Steel Beam Connections;
方钢管混凝土柱—型钢梁加强节点性能研究
13.
Experimental Research and Finite Element Analysis in the Connections of Portal Frames;
门式刚架加强型节点试验研究与有限元分析
14.
Finite Element Analysis of T Tubular Joints Reinforced with Doubler Plate;
垫板加强T型圆管节点性能的有限元分析
15.
Research on the Stiffnes of Concrete Filledsteel Tubular Column and Steel Beam Joint with Stiffening Ring;
加强环式钢管混凝土柱—钢梁节点的刚性分析
16.
Study on Behavior of Enforced Loop Joint of CFST;
钢管混凝土结构加强环式节点受力性能的研究
17.
Experimental Study of the Seismic Performance of the Knot Strengthened by Dimensional Angel Iron Framework;
空间角钢骨架加强节点抗震性能的试验研究
18.
Research on the Behavior of Concrete-filled Steel Tubular Column and Steel Beam Joint with Outer Stiffened Ring;
钢管混凝土柱—钢梁外加强环节点受力性能研究