摘要
以工程中广泛应用的m法,研究了高层建筑钢筋混凝土预制桩在水平地震力作用下的破坏性状,建立了单桩的功能函数,并分析了功能函数中各随机变量的概率模型和统计参数。最后以JC法和计算机模拟求得了可靠度。
A study is carried out in this paper on the failure performance of the prefabricated RC pile subjected to the horizontal seismic force by m method generally applied in the practice of construction engineering. Further more, the function related to the prefabricated pile is formulated. In addition, the probabilitic models and statistic parameters of the random variables in the function is also put to analysis. Finally, the reliability is attained by JC Method and computer simulation.