首页 | 本学科首页   官方微博 | 高级检索  
     

基于拱梁法原理的拱形水泥土支护结构性状分析
引用本文:俞洪良,张土乔,杜先.基于拱梁法原理的拱形水泥土支护结构性状分析[J].工业建筑,1998,28(9):7-11.
作者姓名:俞洪良  张土乔  杜先
作者单位:1. 浙江大学土木工程系310027
2. 杭州市建筑工程质量监督站310041
摘    要:基于拱梁法原理,将拱形水泥土支护结构分为拱系和梁系两个系统,利用拱系和梁系在交叉点处变位协调的关系,对拱形支护结构的受力性状进行了分析,同时对不同拱圈形和不同受荷条件的拱结构性状进行了比较研究,并通过实例计算,探讨了拱形支护结构设计中的参数取值问题。

关 键 词:拱形水泥土支护结构  拱梁法  变位协调

STUDY ON THE CHARACTERISTICS OF ARCHED CEMENT-SOIL RETAINING STRUCTURE BASED ON ARCH-BEAM PRINCIPLE
Yu Hongliang,Zhang Tuqiao.STUDY ON THE CHARACTERISTICS OF ARCHED CEMENT-SOIL RETAINING STRUCTURE BASED ON ARCH-BEAM PRINCIPLE[J].Industrial Construction,1998,28(9):7-11.
Authors:Yu Hongliang  Zhang Tuqiao
Abstract:According to the arch beam principle of arch dam stress analysis and the coordinated displacement principle of arch system and beam system in their cross point,the characteristics of arched soil cement retaining structure are analyzed in this paper.The behaviours of circle arch and parabolical arch are discussed.The reasonable parameter values of the arch structure are recommended based on the examples,it can be used as reference to the design of similar engineering.
Keywords:arched cement  soilretaining structure arch  beam principle coordinated displacement principle  
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号