1.
The Research on Correlative Problems about Transfer-floor When Upper Border Columns are Out-shift;
周边框架柱外移时转换层设计的相关问题研究
2.
Study on seismic behavior of fringe frame with rectangle columns at the bottom and specially-shaped columns at upper stories
底部矩形柱上部异形柱边框架抗震研究
3.
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
4.
Experimental Study on Seismic Behavior of HPC Side Frame Structure with Specially shaped Columns
高性能混凝土异型柱边框架抗震性能试验研究
5.
Stability Factor of Framed Columns Supporting Laterally Leaning Columns
框架中有摇摆柱时框架柱的稳定系数
6.
A short wooden upright used in structural framing.
架柱用在结构框架中的短木支柱
7.
The computation of drift for frame considering slant of column
考虑框架柱倾斜的多层框架侧移计算
8.
The Influence of Seismic Capacity of Prestressed Concrete Frame Structure by Stiffened Side Column;
边柱加强对预应力混凝土框架结构抗震能力影响的研究
9.
Analysis of Testing Method and Boundary Condition of Beam-to-column Joint Behaviour in Frame;
框架梁柱节点性能研究之测试方法与边界条件的分析
10.
The Research on the Seismic Behavior of R.C Space Joints Strengthened by Carbon Fiber Reinforced Polymer
碳纤维布加固后钢筋混凝土框架梁柱边节点的抗震性能研究
11.
Design and application of first-pin-then-rigid joints for side column joints on top floor of long-span PRC frame structure
大跨度PRC框架顶层边柱节点先铰后刚的设计与施工
12.
a vertical side member of a door or window frame.
门框或窗框的直立的边柱。
13.
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
14.
Applied research of multi-storey special-shaped frame column structure system in seismic region
地震区多层异形框架柱-框架结构体系应用研究
15.
Remove BorderArt from the text frame, or use a line border.
请取消文本框架的艺术型边框，或使用线式边框。
16.
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
17.
Nonliner Analysis of Special-Shaped R.C. Frame Structure with Bottom Rectangle Columns;
底部矩形柱上部异形柱框架非线性分析
18.
Experimental Investigation on Reinforced Concrete Frames of "Stronger Beam with Weaker Column" and "Strong Column with Equally Strong Beam";
“梁强于柱”、“等强梁柱”混凝土框架试验研究