Development of Landslide Fragility Functions for Natural Gas Transmission Pipelines-Reference-Cited by-同舟云学术

Development of Landslide Fragility Functions for Natural Gas Transmission Pipelines

Published:2024-02 Issue:1 Volume:15 Page:
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Hemmati Soheil¹^ORCID,Vasseghi Akbar²,Haghshenas Ebrahim³

Affiliation:

1. Ph.D. Student, Dept. of Structural Engineering, International Institute of Earthquake Engineering and Seismology, Tehran 1953714515, Iran. ORCID: .

2. Associate Professor, Dept. of Structural Engineering, International Institute of Earthquake Engineering and Seismology, Tehran 1953714515, Iran (corresponding author).

3. Associate Professor, Dept. of Geotechnical Engineering, International Institute of Earthquake Engineering and Seismology, Tehran 1953714515, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPSEA2.PSENG-1448

Reference32 articles.

1. ALA (American Lifelines Alliance). 2001. Guidelines for the design of buried steel pipe. Reston, VA: ASCE.

2. ASCE. 1984. Guidelines for the seismic design of oil and gas pipeline systems. Reston, VA: ASCE.

3. Development of fragility functions for natural gas transmission pipelines at anchor block interface

4. EGIG (European Gas Pipeline Incident Data Group). 2015. “Gas pipeline incidents.” In Proc. 9th EGIG Report. Groningen Netherland: EGIG.

5. Esford F. M. Porter and K. W. Savigny. 2004. “A risk assessment model for pipelines exposed to geohazards.” In Proc. Int. Pipeline Conf. New York: ASME. https://doi.org/10.1115/IPC2004-0327.