AN EXPERIMENTAL STUDY ON THE ANTI-SEISMIC PERFORMANCE OF A U-PVC WATER SUPPLY PIPELINE WITH ENLARGED EXPANSION JOINTS

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

NAKANO M.; KATAGIRI S.; TAKADA S.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) Year:2009 | Volume:10 | Issue:5 Page(s): 0-0

Download Full-Text

View:

350

Download:

111

Cites:

Information Journal Paper

Title

AN EXPERIMENTAL STUDY ON THE ANTI-SEISMIC PERFORMANCE OF A U-PVC WATER SUPPLY PIPELINE WITH ENLARGED EXPANSION JOINTS

Author(s)

NAKANO M. | KATAGIRI S. | TAKADA S. | Issue Writer Certificate

Keywords

ANTI-SEISMIC PERFORMANCE

EXPANSION JOINT

U-PVC PIPELINE

Abstract

This paper reports on a full-scale experiment and numerical analysis performed to verify the earthquake resistance of a rubber ring (RR)-type U-PVC PIPELINE with enlarged EXPANSION JOINTs for water distribution. In the experiment, one end of a buried model pipeline measuring 20 m in length was pulled out and/or pushed in using a hydraulic jack to simulate the relative ground movement that occurs during the sliding of a soil mass parallel to the pipeline's longitudinal axis. The results indicated a high level of expansion performance and slip-out prevention capability in the EXPANSION JOINTs. Furthermore, a high-speed loading experiment for the EXPANSION JOINTs was carried out to verify their performance against seismic relative ground movement. The outcome clarified that the enlarged EXPANSION JOINTs with slip-out prevention offer a high level of ANTI-SEISMIC PERFORMANCE for U-PVC water supply pipelines.

Cites

No record.

References

No record.

Cite

APA: Copy

NAKANO, M., KATAGIRI, S., & TAKADA, S.. (2009). AN EXPERIMENTAL STUDY ON THE ANTI-SEISMIC PERFORMANCE OF A U-PVC WATER SUPPLY PIPELINE WITH ENLARGED EXPANSION JOINTS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 10(5), 0-0. SID. https://sid.ir/paper/298993/en

Vancouver: Copy

NAKANO M., KATAGIRI S., TAKADA S.. AN EXPERIMENTAL STUDY ON THE ANTI-SEISMIC PERFORMANCE OF A U-PVC WATER SUPPLY PIPELINE WITH ENLARGED EXPANSION JOINTS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2009;10(5):0-0. Available from: https://sid.ir/paper/298993/en

IEEE: Copy

M. NAKANO, S. KATAGIRI, and S. TAKADA, “AN EXPERIMENTAL STUDY ON THE ANTI-SEISMIC PERFORMANCE OF A U-PVC WATER SUPPLY PIPELINE WITH ENLARGED EXPANSION JOINTS,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 10, no. 5, pp. 0–0, 2009, [Online]. Available: https://sid.ir/paper/298993/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops