m (Scipediacontent moved page Draft Content 398508149 to Toprak et al 2015a)
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== Abstract ==
 
== Abstract ==
  
This paper presents and discusses the recent developments related to seismic performance and assessment of buried pipelines. The experience from the performance of pipelines during last earthquakes provided invaluable information and lead to new developments in the analysis and technologies. Especially, the pipeline performance during Canterbury earthquake sequence in New Zealand is taken as a case study here. The data collected for the earthquake sequence are unprecedented in size and detail, involving ground motion recordings from scores of seismograph stations, high resolution light detection and ranging (LiDAR) measurements of vertical and lateral movements after each event, and detailed repair records for thousands of km of underground pipelines with coordinates for the location of each repair. One of the important learnings from the recent earthquakes is that some earthquake resistant design and technologies proved to be working. This provides a motivation to increase international exchange and cooperation on earthquake resistant technologies. Another observation is that preventive maintenance is important to reduce the pipeline damage risk from seismic and other hazards. To increase the applicability and sustainability, seismic improvements should be incorporated into the pipe replacement and asset management programs as part of the preventive maintenance concept. However, it is also important to put in the most proper pipeline from the start as replacing or retrofitting the pipelines later requires substantial investment. In this respect, seismic considerations should be taken into account properly in the design phase. © The Author(s) 2015.
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This paper presents and discusses the recent developments related to seismic performance and assessment of buried pipelines. The experience from the performance of pipelines during last earthquakes provided invaluable information and lead to new developments in the analysis and technologies. Especially, the pipeline performance during Canterbury earthquake sequence in New Zealand is taken as a case study here. The data collected for the earthquake sequence are unprecedented in size and detail, involving ground motion recordings from scores of seismograph stations, high resolution light detection and ranging (LiDAR) measurements of vertical and lateral movements after each event, and detailed repair records for thousands of km of underground pipelines with coordinates for the location of each repair. One of the important learnings from the recent earthquakes is that some earthquake resistant design and technologies proved to be working. This provides a motivation to increase international exchange and cooperation on earthquake resistant technologies. Another observation is that preventive maintenance is important to reduce the pipeline damage risk from seismic and other hazards. To increase the applicability and sustainability, seismic improvements should be incorporated into the pipe replacement and asset management programs as part of the preventive maintenance concept. However, it is also important to put in the most proper pipeline from the start as replacing or retrofitting the pipelines later requires substantial investment. In this respect, seismic considerations should be taken into account properly in the design phase. © The Author(s) 2015.
 
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Document type: Part of book or chapter of book
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== Full document ==
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<pdf>Media:Draft_Content_398508149-beopen623-9051-document.pdf</pdf>
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The different versions of the original document can be found in:
 
The different versions of the original document can be found in:
  
* [http://acikerisim.pau.edu.tr:8080/xmlui/handle/11499/10230 http://acikerisim.pau.edu.tr:8080/xmlui/handle/11499/10230]
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* [http://acikerisim.pau.edu.tr:8080/xmlui/handle/11499/10230 http://acikerisim.pau.edu.tr:8080/xmlui/handle/11499/10230] under the license https://creativecommons.org/licenses/by-nc
  
 
* [http://acikerisim.pau.edu.tr:8080/xmlui/handle/11499/15106 http://acikerisim.pau.edu.tr:8080/xmlui/handle/11499/15106]
 
* [http://acikerisim.pau.edu.tr:8080/xmlui/handle/11499/15106 http://acikerisim.pau.edu.tr:8080/xmlui/handle/11499/15106]
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* [http://acikerisim.pau.edu.tr:8080/xmlui/handle/11499/22649 http://acikerisim.pau.edu.tr:8080/xmlui/handle/11499/22649]
 
* [http://acikerisim.pau.edu.tr:8080/xmlui/handle/11499/22649 http://acikerisim.pau.edu.tr:8080/xmlui/handle/11499/22649]
  
* [https://link.springer.com/content/pdf/10.1007%2F978-3-319-16964-4_10.pdf https://link.springer.com/content/pdf/10.1007%2F978-3-319-16964-4_10.pdf] under the license cc-by-nc
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* [https://link.springer.com/content/pdf/10.1007%2F978-3-319-16964-4_10.pdf https://link.springer.com/content/pdf/10.1007%2F978-3-319-16964-4_10.pdf]
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* [http://link.springer.com/content/pdf/10.1007/978-3-319-16964-4_10 http://link.springer.com/content/pdf/10.1007/978-3-319-16964-4_10],
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: [http://dx.doi.org/10.1007/978-3-319-16964-4_10 http://dx.doi.org/10.1007/978-3-319-16964-4_10] under the license cc-by-nc
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* [https://link.springer.com/chapter/10.1007/978-3-319-16964-4_10 https://link.springer.com/chapter/10.1007/978-3-319-16964-4_10],
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: [https://core.ac.uk/display/81097758 https://core.ac.uk/display/81097758],
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: [https://www.scipedia.com/public/Toprak_et_al_2015a https://www.scipedia.com/public/Toprak_et_al_2015a],
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: [https://rd.springer.com/chapter/10.1007/978-3-319-16964-4_10 https://rd.springer.com/chapter/10.1007/978-3-319-16964-4_10],
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: [https://link.springer.com/chapter/10.1007/978-3-319-16964-4_10/fulltext.html https://link.springer.com/chapter/10.1007/978-3-319-16964-4_10/fulltext.html],
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: [https://academic.microsoft.com/#/detail/2474322028 https://academic.microsoft.com/#/detail/2474322028]

Revision as of 15:20, 21 January 2021

Abstract

This paper presents and discusses the recent developments related to seismic performance and assessment of buried pipelines. The experience from the performance of pipelines during last earthquakes provided invaluable information and lead to new developments in the analysis and technologies. Especially, the pipeline performance during Canterbury earthquake sequence in New Zealand is taken as a case study here. The data collected for the earthquake sequence are unprecedented in size and detail, involving ground motion recordings from scores of seismograph stations, high resolution light detection and ranging (LiDAR) measurements of vertical and lateral movements after each event, and detailed repair records for thousands of km of underground pipelines with coordinates for the location of each repair. One of the important learnings from the recent earthquakes is that some earthquake resistant design and technologies proved to be working. This provides a motivation to increase international exchange and cooperation on earthquake resistant technologies. Another observation is that preventive maintenance is important to reduce the pipeline damage risk from seismic and other hazards. To increase the applicability and sustainability, seismic improvements should be incorporated into the pipe replacement and asset management programs as part of the preventive maintenance concept. However, it is also important to put in the most proper pipeline from the start as replacing or retrofitting the pipelines later requires substantial investment. In this respect, seismic considerations should be taken into account properly in the design phase. © The Author(s) 2015.


Original document

The different versions of the original document can be found in:

http://dx.doi.org/10.1007/978-3-319-16964-4_10 under the license cc-by-nc
https://core.ac.uk/display/81097758,
https://www.scipedia.com/public/Toprak_et_al_2015a,
https://rd.springer.com/chapter/10.1007/978-3-319-16964-4_10,
https://link.springer.com/chapter/10.1007/978-3-319-16964-4_10/fulltext.html,
https://academic.microsoft.com/#/detail/2474322028
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Published on 01/01/2015

Volume 2015, 2015
DOI: 10.1007/978-3-319-16964-4_10
Licence: CC BY-NC-SA license

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