《Table 1 Te st spe cime ns》
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《Effect of Different Connectors on Concrete Composite Box-Girders with Corrugated Steel Webs》
A*:Researching the impact of the stud shear connectors on the mechanical properties of the prestressed concrete composite box-girder bridge w ith corrugated steel w ebs B*:Researching the impact of the PBL shear connectors on the mechanical properties of
In addition,the deflection values of specimens BXL-A,and BXL-B are shown in Table 4,where Py is yield load,Puis ultimate load,δyis the deflection value caused by yield load,δuis the deflection value caused by ultimate load,δu/δyis ductility factor.
图表编号 | XD0024933300 严禁用于非法目的 |
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绘制时间 | 2018.04.01 |
作者 | Yanqiu Lu |
绘制单位 | Beijing Capital Highway Development Group Co.,Ltd.、Dept of Civil Engineering,Tsinghua University |
更多格式 | 高清、无水印(增值服务) |