Abstract：With the static water pressure, weights of piers and protecting slope, friction coefficient of pierfoundation on ground and base cohesion etc. as random variables, the analysis method of anti-sliding reliabilityand its equation in stable limit for steel radial gates are given. The anti-sliding reliability of a given steel radialgate is quantitatively analyzed, with the reliability guideline b = 4.1668, and the probability of invalidation Pfis 6.717Х10-5. It proves that this method is more scientific and reasonable, and with more practical meaning.
赵占彪；邹春霞；孙海泉. 弧形钢闸门抗滑稳定可靠性分析[J]. 排灌机械工程学报, 2005, 23(1): 22-24.
ZHAO Zhan-biao, ZOU Chun-xia, SUN Hai-quan. Analysis of Anti-Sliding Reliability of Steel Radial Gates. Journal of Drainage and Irrigation Machinery Engin, 2005, 23(1): 22-24.
