[1]陈勇,杨庆华.埋深对地下管道抗震设计的影响[J].世界地震工程,2015,(02):275-280.
 CHEN Yong,YANG Qinghua.Depth on seismic design of buried pipelines[J].,2015,(02):275-280.
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埋深对地下管道抗震设计的影响
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《世界地震工程》[ISSN:/CN:]

卷:
期数:
2015年02期
页码:
275-280
栏目:
出版日期:
2015-06-30

文章信息/Info

Title:
Depth on seismic design of buried pipelines
作者:
陈勇1 杨庆华2
1. 自贡市城市规划设计研究院有限责任公司, 四川 自贡 643000;
2. 西南交通大学 土木工程学院, 四川 成都 610031
Author(s):
CHEN Yong1 YANG Qinghua2
1. Zi Gong Academy of Urban Planning And Design Co.Ltd, Zigong Sichuan 643000, China;
2. School of Civil Eng., Southwest Jiaotong University, Chengdu 610031, China
关键词:
地下管道埋深位移传递系数抗震设计
Keywords:
buried pipelinedepthdisplacement transfer coefficientseismic design
分类号:
TU990.3
摘要:
埋深是影响地下管道在地震波作用下变形的一个重要因素,土体位移和位移传递系数随埋深的变化而变化.根据已有规范,并结合实验数据研究埋深对地震波作用下埋地管道变形的影响,得出浅埋管道管-土间位移传递系数的范围及其与埋深和单位面积抗力的关系,完善了供水管网的抗震设计理论.
Abstract:
The depth is an important factor affecting the deformation of buried pipelines under seismic wave action, soil displacement and displacement transfer coefficient with depth of changes. According to the existing norms, combining with experimental data depth study of the deformation effects on buried pipelines under seismic waves, obtained shallow pipe-range of displacement transfer coefficient between soil and its relationship with depth and resistance per unit area, improve the water supply network earthquake design theory.

参考文献/References:

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[3] 陈春光,杨庆华.地震频发区供水管网规划与抗震优化设计技术研究.成都:西南交通大学出版社,2011. CHEN C G,YANG Q H. Research on earthquake-prone area water supply network planning and optimization of seismic design technology.Chendu,Southwest Jiaotong University Press,2011
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备注/Memo

备注/Memo:
收稿日期:2014-8-22;改回日期:2015-2-6。
作者简介:陈勇(1987-),男,硕士,主要从事市政工程给排水、管道抗震工程理论与技术研究.E-mail:876007926@qq.com
更新日期/Last Update: 1900-01-01