THE DISPLACEMENT OF NON-LIQUEFIABLE GROUND IN NEAR FIELD RELATED TO THE DAMAGE OF BURIED PIPELINES-Reference-Cited by-同舟云学术

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THE DISPLACEMENT OF NON-LIQUEFIABLE GROUND IN NEAR FIELD RELATED TO THE DAMAGE OF BURIED PIPELINES

Published:2007 Issue:1 Volume:63 Page:93-107
ISSN:1880-6023
Container-title:Doboku Gakkai Ronbunshuu A
language:
Short-container-title:JSCE JOURNAL OF STRUCTURAL AND EARTHQUAKE ENGINEERING

Author:

OHTAKE Kimiyasu,OHMACHI Tatsuo,INOUE Shusaku

Publisher

Japan Society of Civil Engineers

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. 1) (社)日本水道協会:水道施設耐震工法指針.解説,1997.

2. 2) (社)日本ガス協会:高圧ガス導管耐震設計指針,2000.

3. 3) 土木研究所:地下構造物の耐震設計法に関する研究(その1)既往の耐震基準における地下構造物の耐震設計法に関する調査,土木研究所資料,Vol. 3584, 1998.

4. DESIGN SPECTRA OF THE SEISMIC DEFORMATION METHOD DEFINED ON GROUND SURFACE

5. 5) 大嶽公康,大町達夫,久保剛太:新潟県中越地震による上水道管路被害と地表面変位量について,土木学会地震工学論文集,CD-ROM, 2005.

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A Study on the Response Instability of Seismically Isolated Structures Affected by Ground Inclination During Earthquakes Part 2 : Influence of Dynamic Ground Inclination;Journal of Disaster Research;2011-06-01

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