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Βehavior of underground energy pipelines under permanent ground displacements

Energy Systems, 2021
The seismic performance of oil and natural gas steel pipelines embedded in earth slopes presents great uncertainty related both to the earthquake shaking characteristics and to the natural heterogeneity of geomaterials. Slope movements and landslides in general constitute a significant risk to pipelines because they can cause permanent deformations and
openaire   +1 more source

Study on permanent ground displacement induced by seismic liquefaction

Computers and Geotechnics, 1987
Abstract Permanent ground displacement as induced by seismic liquefaction was measured in the area which was recently hit by an earthquake. The measurement was carried out by comparing two aerophotographs of the area which were taken before and after the tremor.
M. Hamada   +3 more
exaly   +2 more sources

Improving Structural Response to Permanent Ground Displacement

Practice Periodical on Structural Design and Construction, 2001
Structural damage due to permanent ground displacement is a common occurrence during seismic events. Light-frame structures, typical of residential construction, seem both particularly susceptible to and easily reinforced against moderate ground failure. Because the foundations of these structures typically receive little or no engineering attention, a
openaire   +1 more source

Fragility curves for masonry structures submitted to permanent ground displacements and earthquakes

Natural Hazards, 2014
Usually, the vulnerability of structures is treated considering only one single hazard, for example either seismic hazard or ground instability. However, historical monuments, cultural heritage structures or old masonry structures can be affected, over the past centuries of existence, by a succession of different hazards.
Negulescu, Caterina   +3 more
openaire   +2 more sources

Permanent Displacement Distribution From Strong Ground Motion Records of the 2023 Mw7.7 Earthquake.

2023
One of the most damaging earthquake effects occurring in the vicinity of the fault trace is fling step, also known as permanent displacement. However, due to the fact that the standard filtering techniques eliminate the low frequency portions of the motion, the permanent displacements are not seen on the displacement time histories derived from the ...
Emrecan Adanır, Gülüm Tanırcan
openaire   +1 more source

Estimating Permanent Ground Displacement from Near-Fault Strong-Motion Accelerograms

Bulletin of the Seismological Society of America, 2007
This study presents a three-phase algorithm that uses the discrete wavelet transform (dwt) to make the baseline correction to near-fault ground-motion accelerogram and to estimate permanent ground displacement. The developed algorithm is applied to the near-fault ground-motion data collected from the 1999 Chi- Chi, Taiwan, earthquake.
S.-M. Chen, C.-H. Loh
openaire   +1 more source

Behavior of full-scale concrete segmented pipelines under permanent ground displacements

SPIE Proceedings, 2010
Concrete pipelines are one of the most popular underground lifelines used for the transportation of water resources. Unfortunately, this critical infrastructure system remains vulnerable to ground displacements during seismic and landslide events. Ground displacements may induce significant bending, shear, and axial forces to concrete pipelines and ...
Junhee Kim   +8 more
openaire   +1 more source

Source Modeling for Predicting Ground Motions and Permanent Displacements Very Close to the Fault Trace

Journal of Earthquake and Tsunami, 2018
A conventional “recipe” for strong ground motion prediction has been applied to the seismic fault (deep fault; located within seismogenic layer). In order to perform assessments of strong ground motions and permanent displacements at sites very close to the fault trace, we proposed the method of modeling that takes the entire ruptured fault from the ...
Shinya Ikutama   +7 more
openaire   +1 more source

Earthquake Damage Caused by Liquefaction Induced Permanent Ground Displacement

1987
ABSTRACT The authors had previously reported on the liquefaction induced permanent ground displacements during the 1964 Niigata and the 1983 Nihonkai-Chubu earthquakes. In the present paper, the causal relationship of the permanent displacement with the damage to buried gas pipes, foundation piles and bridges is studied.
openaire   +1 more source

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