Performance-Based Seismic Response of Continues Buried Steel Pipelines Under Near-Field Ground Motion Effects

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.

KIANI ALIREZA; TORABI MEHDI; Mirhosseini S. Mohammad

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

Journal Paper

Paper Information

Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2020 | Volume:51 | Issue:4 Page(s): 619-630

Download Full-Text

Persian Verion

View:

703

Download:

Cites:

Information Journal Paper

Title

Performance-Based Seismic Response of Continues Buried Steel Pipelines Under Near-Field Ground Motion Effects

Author(s)

KIANI ALIREZA | TORABI MEHDI | Mirhosseini S. Mohammad | Issue Writer Certificate

Keywords

Continues buried steel pipelineQ1

Near-field ground motionQ1

Incremental dynamic analysisQ1

Performance-based earthquake engineeringQ1

Intensity measureQ1

Abstract

Performance-based earthquake engineering (PBEE) attempts to improve seismic risk through assessment and design methods that are more informative than current approaches. However, little work has been performed investigating the seismic response of buried steel pipelines within a performance-based framework. In this paper the seismic response of buried steel pipelines are studied in a performance-based context. Multiple nonlinear dynamic analyses of three buried steel pipes with different D/t and H/D ratios, steel grade and various soil characteristics carried out using an ensemble of Near-field ground motion records were scaled to various intensities to capture the behavior of buried pipeline in the range of elastic response to dynamic instability. Peak axial compressive strain in critical section of the pipe was considered as engineering demand parameter (EDP) of pipelines. Several ground motion Intensity measures (IMs) are considered to investigate their correlation with EDP. Using the regression analysis in logarithmic space the efficiency and sufficiency of investigated IMs are studied. Among the models investigated in this study it was seen that VSI[w1(PGD+RMSd)]^0. 5, PGV and SMV are the most sufficient IMS. For buried steel pipelines investigated in the studied it was concludede that PGD is the most sufficent IM for near-field fround motions. It was seen that VSI[w1(PGD+RMSd)]^0. 5 followed by SMV are the optimal IM for buried steel pipelines under Near-field ground motions based on both efficiency and sufficiency conceptions.

Cites

No record.

References

No record.

Cite

APA: Copy

KIANI, ALIREZA, TORABI, MEHDI, & Mirhosseini, S. Mohammad. (2020). Performance-Based Seismic Response of Continues Buried Steel Pipelines Under Near-Field Ground Motion Effects. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 51(4 ), 619-630. SID. https://sid.ir/paper/165659/en

Vancouver: Copy

KIANI ALIREZA, TORABI MEHDI, Mirhosseini S. Mohammad. Performance-Based Seismic Response of Continues Buried Steel Pipelines Under Near-Field Ground Motion Effects. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2020;51(4 ):619-630. Available from: https://sid.ir/paper/165659/en

IEEE: Copy

ALIREZA KIANI, MEHDI TORABI, and S. Mohammad Mirhosseini, “Performance-Based Seismic Response of Continues Buried Steel Pipelines Under Near-Field Ground Motion Effects,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 51, no. 4 , pp. 619–630, 2020, [Online]. Available: https://sid.ir/paper/165659/en

Related Journal Papers