NL法在高桩梁板式码头横向排架计算中的应用  

Application of NL Method in Calculation of Transverse Bent of Slab-Beam Type Wharf on High-piles

作　　者：周建国[1] 胡立万[1] 

机构地区：[1]大连理工大学,辽宁大连116023

出　　处：《水运工程》2003年第3期23-27,35,共6页Port & Waterway Engineering

摘　　要：在高桩梁板式码头横向排架的计算中,用NL法代替m来考滤桩土的相互作用,并编制了计算程序。分析表明:NL法比m法更能真实反映桩土相互作用的非线性,计算结果更符合工程实际。In calculation of transverse bent of slab-beam type wharf of high-piles, NL method is adopted instead of 'm' method to consider the interaction between pile and soil, and the program is designed Analysis shows that NL method can reflect the non-linearity of the interaction between pile and soil more actually and the calculation result conforms better to engineering practice comparing with 'm' method 

关 键 词：高校 排架 有限元 程序 

分 类 号：U656.102[交通运输工程—港口、海岸及近海工程]