摘要
提出一种新型锚链结构——附加悬块锚链结构,用程序试算法确定每段锚链的长度,从而确定附加悬块锚链的受力特性,并且再次用试算法求出了在给定位移下的锚链恢复力。
This paper presents a new type anchoring chain, i.e. anchoring chain with additional block. The length of each piece of anchoring chain is determined using a method of trial procedure, so as to determine the tension of anchoring chain with additional block. By the same method, we obtain the restoring force of anchoring chain under given displacement.
出处
《水运工程》
北大核心
2005年第11期14-16,共3页
Port & Waterway Engineering
关键词
新型锚链
附加悬块锚链
试算法
new type anchoring chain
anchoring chain with additional block
method of trial procedure