1.
Earthquake-resistant Behavior study of New Beam-column and Plate-column Composite Structure (Housing) System;
新型梁柱-板柱组合结构(住宅)体系抗震性能研究
2.
Design for the Rack of 80T Three Beam Four-post Hydraulic Press
带顶模缸的三梁四柱液压机的立柱和梁板设计
3.
The Analysis of Seismic-Resistant Behavior of Beam-to-Column Web Rigid Connections in Steel Moment Frames;
钢框架梁柱腹板性连接抗震性能分析
4.
Research on Seismic Resistant Capacity of Prefabricated Prestressed Concrete Skeleton Structure;
整体预应力板（梁）柱体系抗震能力研究
5.
Effects of Slab Column-Cap on the Stiffness Coefficient of Equivalent Frame in Cast-in-Situ Hollow Flat-Plate Structures
板式柱帽对现浇空心板柱结构等代梁刚度系数的影响
6.
Influence of Inserted Plate on Behavior of Flush End-plate Beam-to-column Joints
垫板对平齐式端板连接梁柱节点性能的影响
7.
Discussion on the width of column strip and the ratio coefficient of bend moment for the flat slab
无梁楼板柱上板带宽度及弯矩取值的探讨
8.
The influence of end-plate thickness on beam-column extended end-plate of nodes hysteretic curves
端板厚度对梁柱外伸端板节点滞回性能的影响
9.
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
10.
Experimental Study of Calculating Width of Equivalent Beam and Interior Column Joints for Slab-column Structures Subjected to Horizontal Forces;
水平力作用下板柱结构等代梁计算宽度和中柱节点的试验研究
11.
A slab on the top of the capital of a column.
圆柱顶板圆柱柱顶上的背板
12.
a tablet placed horizontally on top of the capital of a column as an aid in supporting the architrave.
一块作为楣梁支撑物水平放在圆柱顶部的平板。
13.
The principle for choosing supporting points for strengthening flat-slab Was discussed.
论述了用支撑柱加固无梁板的选点原则。
14.
Cyclic behavior of double angle beam-to-column connections
腹板双角钢梁柱连接循环荷载试验研究
15.
Abstract: The principle for choosing supporting points for strengthening flat-slab Was discussed.
文摘:论述了用支撑柱加固无梁板的选点原则。
16.
Research on Some Issues of Extended End-Plate Beam-to-Column Bolted Connections;
梁柱外伸端板螺栓连接中若干问题研究
17.
Research on the Performance of Steel Channels as Stiffeners in Bolted End-plate Beam-to-column Connections;
槽钢加劲肋在梁柱端板螺栓连接中的性能研究
18.
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