New Method to Evaluate the Buried Pipeline– Sandy Soil Interaction Subjected to Strike Slip Faulting-Reference-Cited by-同舟云学术

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New Method to Evaluate the Buried Pipeline– Sandy Soil Interaction Subjected to Strike Slip Faulting

Published:2019-09-19 Issue:1 Volume:26 Page:89-112
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Tahamouli Roudsari Mehrzad¹^ORCID,Hosseini Mahmood²^ORCID,Ashrafy Mohammad³,Azin Milad¹,Nasimi Mohammadreza¹,Torkaman Morteza¹,Khorsandi Ali¹

Affiliation:

1. Department of Civil Engineering, College of Engineering, Kermanshah Branch, Islamic Azad University, Kermanshah, Iran

2. Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology, Tehran, Iran

3. Department of Civil Engineering, Arak Branch, Islamic Azad University, Arak, Iran

Funder

National Gas Company of the Province of Kermanshah

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2019.1662343

Reference46 articles.

1. Factors influencing the behavior of buried pipelines subjected to earthquake faulting

2. A review of the response of buried pipelines under seismic excitations

Cited by 7 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. Response of Horizontally Bent Buried Pipelines Subjected to Strike-Slip Faulting: A Numerical Investigation;Journal of Pipeline Systems Engineering and Practice;2024-08

2. Response of steel pipeline crossing strike-slip fault in clayey soils by nonlinear analysis method;GEOMECH ENG;2023

3. Onshore Buried Steel Fuel Pipelines at Fault Crossings: A Review of Critical Analysis and Design Aspects;Journal of Pipeline Systems Engineering and Practice;2022-11

4. Structural Response of a Prefabricated Utility Tunnel Subject to a Reverse Fault;Buildings;2022-07-25

5. Numerical Investigation of I-Shaped Beam to Concrete Filled Tube Column Connection Without Continuity Plate;International Journal of Steel Structures;2021-11-14

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