Derivation of risk areas associated with high-pressure natural-gas pipelines explosions including effects on structural components

Chemical Engineering Transactions

Volumn 36, Issue , 2014, Pages 289-294

  Russo, Paola ^a   Parisi, Fulvio ^b   Augenti, Nicola ^b   Russo, Gennaro ^b  

^a SAPIENZA UNIVERSITY OF ROME   (Italy)

^b UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

DAMAGE DETECTION; HIGH PRESSURE EFFECTS; HIGH PRESSURE PIPELINES; NATURAL GAS; PIPELINES; REINFORCED CONCRETE; RISK ASSESSMENT; RISK PERCEPTION; STRUCTURAL ANALYSIS;

ANNUAL PROBABILITIES; ASSESSMENT PROCEDURE; ENVIRONMENTALLY SENSITIVE AREAS; HIGH PRESSURE NATURAL GAS; HIGH PRESSURE TRANSMISSION PIPELINES; STRUCTURAL COLLAPSE; STRUCTURAL COMPONENT; TRANSMISSION PIPELINES;

NATURAL GAS PIPELINES;

EID: 84899411820     PISSN: 22839216     EISSN: 22839216     Source Type: Journal    
DOI: 10.3303/CET1436049     Document Type: Article

References (12)

1. Cunha S.B., 2012, Comparison and analysis of pipeline failure statistics, 9th International Pipeline Conference, September 24-28, Calgary, Canada.
2. Ellingwood B.R., 2006, Mitigating risk from abnormal loads and progressive collapse, Journal of Performance of Constructed Facilities, 20(4), 315-323.
3. EGIG, 2011, Gas pipeline incidents 8th Report of the European Gas Pipeline Incident Data Group, Groningen, The Netherlands
4. Jo Y.D., Ahn B.J., 2002, Analysis of hazard areas associated with high-pressure natural-gas pipelines, Journal of Loss Prevention in the Process Industries, 15, 179-188.
5. Jo Y.D., Crowl, D.A., 2008, Individual risk analysis of high-pressure natural gas pipelines, Journal of Loss Prevention in the Process Industries, 21, 589-595.
6. Harris R.J. , Wickens M.J. (1989) Understanding vapour cloud explosions-an experimental study. 55th Autumn Meeting of the Institution of Gas Engineers, Kensington, UK.
7. Lees F.P., 2005, Lees' Loss prevention in the process industries, 3rd edition, Edited by Sam Mannan, Elsevier, Burlington, USA.
8. Mercx W.P.M., van den Berg A.C., van Leeuwen D., 1998, Application of correlations to quantify the source strength of vapour cloud explosions in realistic situations. Final report for the project: 'GAMES', TNO report PML 1998-C53. The Hague, The Netherlands.
9. Parisi F., Augenti N., 2012, Influence of seismic design criteria on blast resistance of RC framed buildings: a case study, Engineering Structures, 44, 78-93.
10. Pate-Cornell E., 1994, Quantitative safety goals for risk management of industrial facilities, Structural Safety, 13(3), 145-157.
11. Shi Y., Hao H., Xian Li Z., 2008, Numerical derivation of pressure-impulse diagrams for prediction of RC column damage to blast loads, International Journal of Impact Engineering, 35, 1213-1227.
12. TNO, 2005, Methods for the calculation of physical effects, Yellow book, The Hague, The Netherlands.