摘要
采用数值解法编制的适代程序成功地应用于具有偏心和倾斜荷载作用的重力式码头地基承载力的可靠度分析。研究结果可供港工结构设计统一标准参考。
The JC-method is effective for reliability analysis regarding the bearing capacity of foundation. Based on the numerical method a program of iteration has been constructed and successfully used in the reliability analysis of gravity wharf regarding the bearing capacity of foundation. The results of the research can be used as a reference in the compilation of 《The Unified Standard of Harbour Engineering Structure Design》.
出处
《天津大学学报》
EI
CAS
CSCD
1991年第S2期72-78,共7页
Journal of Tianjin University(Science and Technology)
基金
国家自然科学基金
关键词
重力式码头
地基承载力
可靠度
gravity wharf, bearing capacity of foundation, reliability
