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Signature failure modes of pipelines constructed of different materials when subjected to earthquakes
Abstract The 2010/2011 Canterbury (New Zealand) earthquakes caused significant damage
to buried pipeline infrastructure. Observations of damaged pipes that were made during …
to buried pipeline infrastructure. Observations of damaged pipes that were made during …
Seismic simulation testing of PVC-U pipe and proposed design prediction tool for joint performance
Prior to the 2010–2011 Christchurch earthquake sequence in New Zealand, buried pipes
were thought to be tested with respect to all expected significant loadings as specified by …
were thought to be tested with respect to all expected significant loadings as specified by …
Seismic Performance of PVC-U Pipe and Design Prediction Tool
Investigations made following the 2010–2011 Canterbury Earthquake Sequence (CES)
show that the underground pipes have signature failure modes that were unique to the pipe …
show that the underground pipes have signature failure modes that were unique to the pipe …
[PDF][PDF] THE EFFECT OF FAULT PLANE ANGLE ON THE STRUCTURAL RESPONSE OF BURIED STEEL PIPELINE SUBJECTED TO FAULT MOVEMENT
AR Hajiagha, AR Nouri, MG Vetr - iiees.ac.ir
Analysis and design of buried pipelines are complicated problems. The reason lies in the
fact that it incorporates interaction between soil and pipeline as well as nonlinear behaviour …
fact that it incorporates interaction between soil and pipeline as well as nonlinear behaviour …
The analysis of damage evolution in a gravity dam under a seismic shock
P Boron, J Dulinska, D Jasinska… - Advances in Engineering …, 2019 - taylorfrancis.com
This paper presents a dynamic analysis of a concrete gravity dam under seismic shock
using different numerical models. One of the numerical models contained both structural and …
using different numerical models. One of the numerical models contained both structural and …