1.
Influence of Steel Column-Tree Joint Design Method on Aseismic Behavior
拼接设计方法对树状柱节点抗震性能的影响
2.
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
3.
Use this shape to connect nodes in a node tree diagram.
使用此形状可在节点树图表中连接节点。
4.
Investigation of experimental methods used in measuring steel beam-to-column joint rotation
钢框架梁柱节点转角测试技术现状研究
5.
the endmost pillar; terminal buds on a branch; a terminal station; the terminal syllable.
最末的那根柱子；树枝上最后一个花蕾；终点站；最末的那个音节。
6.
Experimental Research on Turss Steel Plate Joint of Concrete-filled Square Steel Tubular Column with RC Beam;
方钢管混凝土梁柱齿状钢板连接节点的试验研究
7.
Study of Statically Behavior of Concrete Beam-Column Joints with Placed Ducts under Axes-pressure;
开洞的混凝土梁柱节点在轴心受压状态下的静力性能研究
8.
On selection between beam anchor column and column anchor beam in frame beam-column joint construction
框架梁柱节点施工中梁锚柱与柱锚梁方式选择
9.
"Columnar" joint blocks are formed by two sets of joints.
“长柱状”节理块是由两组节理组成。
10.
Nonlinear analysis of dendriform connections to concrete filled square steel rectangular tubes under low-cycle reversed loading
反复荷载作用下矩形钢管混凝土树状节点的非线性分析
11.
The Node object represents a single node in the document tree.
节点对象代表了节点树中的一个单独的节点。
12.
Seismic behavior of concrete filled steel tubular column-beam joints with discontinuous column tubes
节点区柱钢管不贯通式钢管混凝土柱-梁节点抗震性能
13.
On reasons for brittle fracture in joint of beam-column of steel frame and new joint form
钢框架梁柱节点脆性断裂原因及新型节点形式
14.
Research of Joints of Steel Frames Transferring Force Outside Rectangular Tube Column;
矩形钢管柱柱外传力钢框架节点性能研究
15.
Experimental Research on the Performance of Perimeter Column-connection between the Box-Column and H-Beam in Steel Frame;
箱形柱钢框架边柱节点性能的试验研究
16.
Research on the Loaded Property of Through Columns Joint in the Composite Frame Consisting of Steel Beams and Reinforced Concrete Columns;
钢梁—钢筋混凝土柱柱贯穿型节点受力性能研究
17.
Analysis on loading capacity of high-strength concrete crossform special shaped columns' joint
高强混凝土十字形异形柱梁柱节点承载力分析
18.
Research on the Aseismic Behavior of the Penetrating Column Joint of Reinforced Concrete Column and Steel Beam
钢梁-混凝土柱柱贯穿型节点抗震性能研究