1.
Research on the Concrete Quality Control of Concrete-filled Steel Tubular Structure
浅谈钢管混凝土柱柱芯混凝土质量检测
2.
The Study on Joint Performance of Steel-Concrete Composite Beam to CFT Column
钢混凝土组合梁—钢管混凝土柱的节点性能研究
3.
Study on Recycled Concrete and Analysis of Mechanical Properties of Recycled Concrete Column;
再生混凝土研究及再生混凝土柱力学性能分析
4.
Mechanism Study on Concrete-filled Steel Tubular Column to Steel Reinforced Concrete Beam Joints;
钢管混凝土柱—型钢混凝土梁节点机理研究
5.
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
6.
Bearing capacity analysis for concrete filled steel tubular column with surrounding concrete
外包混凝土钢管混凝土柱极限承载力分析
7.
Study on Concrete-filled Square Steel Tubular Column and L-shaped Column Composed of Concrete-filled Square Steel Tubes;
方钢管混凝土柱和L形截面方钢管混凝土组合异形柱研究
8.
The Study of Local Pressure of Open Steel Tube Confined Concrete Column and Iterative Steel Tube Confined Concrete Column;
开口钢管混凝土柱及叠合开口钢管混凝土柱的局部受压试验研究
9.
Seismic behavior of steel-tube reinforced-concrete(STRC) and steel reinforced-concrete(SRC) columns
钢管约束钢筋混凝土柱与型钢混凝土柱滞回性能试验研究
10.
Seismic Analysis and Design of SRC Beam-RC Column Composition Structure;
型钢混凝土梁—钢筋混凝土柱混合结构抗震分析与设计
11.
NEW PROGRESS ON STUDIES OF HPC COLUMNS AND FRAMES
高性能混凝土柱与框架研究的新进展
12.
Study on Mechanic of Concrete Filled CFRP-Steel Tube Column;
CFRP钢管混凝土柱的力学性能研究
13.
Study on Capacity and Ductility of FRP Confined Concrete Columns;
FRP约束混凝土柱的增强、增韧性能研究
14.
The Finite Element Analysis on Hysteretic Characteristics of Steel Reinforced Concrete Columns;
型钢混凝土柱滞回特性的有限元分析
15.
Strength and Deformation of T-shaped Columns with Confined Concrete
混凝土T形柱中约束混凝土的强度和变形特性
16.
The Research of SRHC Short Columns and High-strength Concrete Short Columns on Mechanics Performance;
钢骨高强混凝土短柱及高强混凝土短柱力学性能的研究
17.
An Experimental Study on Hysteretic Behavior of Reinforced Concrete Transnomal Short Columns and Steel Reinforced Concrete Transnomal Short Columns;
钢筋混凝土超短柱和型钢混凝土超短柱滞回性能试验研究
18.
She was thrown down at the foot of a concrete pillar, eyes closed.
她被留在混凝土石柱底下,双眼紧闭.