1.
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
2.
Comparison of ″strong column-weak beam″ design between Chinese seismic design code GB 50010-2001 and Eurocode EN 1998-1
中欧抗震设计规范关于“强柱弱梁”设计比较
3.
Study on "Strong Column-Weak Beam" Failure Mode of Composite Frame Composed of SRC Columns and Steel Beams
SRC柱-钢梁组合框架“强柱弱梁”破坏机制研究
4.
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
5.
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
6.
Tests on the Behavior of High-Strength Concrete Beam-Column Connections;
高强混凝土梁柱节点承载力实验研究
7.
Discussion on Strong-Beam-Weak-Column Phenomenon in Wenchuan Earthquake
汶川地震出现的“强梁弱柱”现象探讨
8.
Reliability Analysis of "Strong Column-Weak Beam" Design of RC Frame
RC框架“强柱弱梁”设计的可靠度分析
9.
The lowermost part of an entablature in classical architecture that rests directly on top of a column.
楣梁，柱顶过梁古典建筑中上横梁的最低部分，直接置于柱头上
10.
Pushover analysis for hybrid frame of SRC column-steel beam based on linear stiffness ratio of beam to column
基于梁柱线刚度比的型钢混凝土柱-钢梁混合框架静力弹塑性分析
11.
To support from below, as with props, girders, or masonry.
加强…的基础从下面支撑，如用支柱、梁或砖石建筑
12.
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
13.
A Reinforced Efficiency to Transfer Compressive Load of Beam-Column Joint in Yingxian Wooden Pagoda;
应县木塔梁柱节点增强传递压力效能研究
14.
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
15.
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
16.
Experiment on Rigid Beam-Column Connections of Steel Structures with Side-Plate Reinforced Beam Flanges;
钢结构侧板加强式刚性梁柱连接试验研究
17.
Structural Behavior of Column-Supported Steel Silos with a Transition Ring;
转折环梁加强的柱支承钢筒仓的结构行为研究
18.
The Elasto-plastic Analyse of Beam-column Joint for High Strength Concrete-filled Steel Tubar Structure;
钢管高强混凝土梁柱节点的弹塑性分析