1.
Controlled demolition blasting technology for thin reinforced concrete wall of a flood discharging tunnel
泄洪洞钢筋砼高薄边墙切割拆除控制爆破技术
2.
Flexible Connecting between Reinforced Concrete Frame and Packed Walls;
钢筋砼框架与填充墙之间的柔性连接
3.
Uses Steel Bar Frame to Carry on the Reinforcement to the Reinforcement Earth Retaining Wall Abutment
采用钢筋砼框梁对加筋土挡墙桥台进行加固
4.
Rsearch of seismic performance of composite structure of brick walls and reinforced concrete walls
砖墙-钢筋砼剪力墙组合结构的抗震性能分析
5.
Application of Pre-split-cutting-blasting in Demolition of Reinforced Concrete Wall
预裂切割爆破在拆除钢筋砼墙中的应用
6.
Improvement of steel workform construction for reinforced concrete wall
改进钢筋砼剪力墙结构大模板施工工艺的设想
7.
An Experimental Research on Seismic Behavior of Reinforced Concrete Hollow Shear Wall with Vertical Seams;
带竖缝钢筋砼空心剪力墙板抗震性能试验研究
8.
Design Analysis of Long Span Reinforced Concrete Slab-Wall Composite Storey Beams
大跨钢筋砼楼板——墙组合层梁的设计分析
9.
Experimental Study of Failure in the Interface of ReinforcedConcrete Beams Strengthened with Continuous Carbon Fiber Sheet;
碳纤维薄板补强钢筋砼梁界面破坏的试验
10.
Analysis and Precontrol of Reinforced Concrete Beam in its Effective Height Random Quality;
钢筋砼梁有效高度随机性分析与预控
11.
Controlled Blasting Demolition of 38 m High Reverse Cone-shape RC Water-tower
38m高倒锥形钢筋砼水塔控爆拆除
12.
Aseismatic behavior of new RC frames for high seismic-intensity regions
高烈度区新型钢筋砼框架的抗震性能
13.
(1) T. L. for steel stud partition is higher than wood stud by 4 dB in average.
1.钢墙筋隔墙比木墙筋的一般要高出4分贝。
14.
Prior to concrete casting, upper column rebar and anchor bolt thread shall be wrapped by plastic sheet to prevent contamination from concrete.
砼浇筑前用塑料薄膜对上部柱筋及螺栓丝扣进行保护，防止砼污染钢筋。
15.
Experimental Study on the Solution of Reinforced Concrete Perpendicular Beam-Thin Wall Joints;
钢筋混凝土梁—薄墙正交节点试验研究
16.
An Experimental Study on Seismic Behavior of Reinforced Concrete Hollow Shear Walls and Basic Members;
钢筋砼空心剪力墙板及基本构件抗震性能试验研究
17.
An Analysis of Structural Calculation of Overall Stability and Overturning of High Reinforced Concrete Structure
高层钢筋砼结构整体稳定与倾覆的结构计算
18.
Experiment on Prototype Structure and Theoretical Analysis for Large Tine-wall Reinforced Concrete Sluice;
大型薄壁钢筋砼流槽原型结构试验与理论分析研究