锚碇板稳定性的极限状态设计表达式及其分项系数的确定  

作　　者：王鹏[1] 王浩芬[1] 

机构地区：[1]天津大学

出　　处：《港口工程》1997年第2期1-6,共6页

摘　　要：本文采用“校准法”确定板桩码头锚碇板稳定性可靠度的设计标准。根据分项系数的理论基础，从设计验算点出发来确定分项系数。综合分析我国南、北方已建成的13座典型工程的校准计算结果，应用最小二乘法优选确定的抗力及作用分项系数，可供《板桩码头技术规范》编制时参考。Calibration method' was adopted in the determination of the design standards for the reliability of stability ofthe anchor plate of sheet pile quays. The coefficient of each item shall be deterforned on the theoretical basis of thecoefficient of each item and in the view of design checking computations. Through synthetic analysis on the calibratedcalculations for the completed 13 typical projects in the south and north of China, it can be seen that the resistingforce and the coefficient of each item determined by the least square method shall proviede a reference for preparing'CODE OF PRACTICE FOR SHEET PILE QUAY'.

关 键 词：锚碇板 极限状态设计 表达式 板桩码头 稳定性 

分 类 号：U656.112[交通运输工程—港口、海岸及近海工程]