结合薄钢板剪力墙实例进行分析，计算结果与实验结果相符。
Using the example of the thin steel-plate sheer wall, the analysis data of RC member is get. the data is consistent with the test results.
试验结果表明，十字加劲肋钢板剪力墙具有较好耗能能力及延性。
The test results shows that good energy dissipation and displacement ductility capacities can be achieved.
带缝钢板剪力墙作为一种新型的抗侧力构件，有着良好的综合效益。
As a new lateral resisting element, steel plate shear wall with vertical slits has favorable integrative benefits.
采用ANSYS有限元程序对两边连接钢板剪力墙进行数值模拟分析。
The numerical simulation and analysis of shear resistance behavior of two-side connected steel-plate shear wall (SPSW) was carried out by the finite element software ANSYS.
模拟试验过程的计算结果表明，改进的带缝钢板剪力墙可以增加延性，耗散较大的地震能量。
The computational results of the simulated test show that the improved steel plate shear wall with slits can produce plastic deformation and consume a great quantity of earthquake energy.
结果表明，带缝钢板剪力墙是一种优良的抗侧力构件，有着其它抗侧力构件无法比拟的优点；
The result indicated that the steel shear wall with slit is just the excellent lateral resistant member and is prior to other lateral resistant member.
设计了抗剪静力性能完全相同的组合剪力墙和全加劲钢板剪力墙，并对二者进行了经济性比较。
SCSW and stiffened steel-plate shear wall with the same static behavior are designed and conduced in economic comparisons.
针对带缝钢板剪力墙，本文对其受力性能进行了系统研究，并用有限元软件ANSYS进行了分析。
Aimed at the steel shear wall with slit, a systematic research is done on the forced performance. By using the finite element soft ware ANSYS, the paper analyzes this lateral resistant member.
为此，本文基于刚度等效的原则，提出了一种带缝钢板剪力墙与人字形中心支撑的刚度替换计算方法。
The different sizes of 6 kinds of steel shear walls convers 6 kinds of concentrically braces by the sectional area equivalent formula.
建立了带框架的开缝钢板剪力墙有限元模型，分析了主要开缝参数对其强度和弹性刚度等性能的影响。
The finite element model of steel plate shear wall with silts in frame is established and by which the effect of main silt parameters on its strength and stiffness is analyzed.
对整片折板钢板剪力墙在反复荷载下滞回性能进行研究，得到了折板钢板剪力墙极限承载力、延性和滞回性能。
Through the research of corrugated steel shear wall in repeated load, the ultimate load-carrying capacity and hysteresis property is found.
不仅为天津津塔结构的性能评价和施工方法提供了依据和建议，对其他钢板剪力墙结构的设计与施工也具有参考价值。
The stress field variation by moniroring was contrasted and analyzed, it would supply an objective basis for guiding the construction and safety evaluation of construction process.
钢管混凝土―开洞钢板―混凝土组合剪力墙及其制作方法属于建工领域。
The invention discloses a steel pipe concrete-holed steel plate-concrete combine shear wall and making method thereof, belonging to the field of building construction.
钢管混凝土―开洞钢板―混凝土组合剪力墙及其制作方法属于建工领域。
The invention discloses a steel pipe concrete-holed steel plate-concrete combine shear wall and making method thereof, belonging to the field of building construction.
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