[1] Di Sarno, L., & Karagiannakis, G. (2020). “On the seismic fragility of pipe rack—piping systems considering soil–structure interaction”, Bulletin of earthquake engineering, 1-35.
[2] Caputo, A.C., & Vigna, A. (2017) “Numerical Simulation of Seismic Risk and Loss Propagation Effects in Process Plants: An Oil Refinery Case Study”, In ASME 2017 Pressure Vessels and Piping Conference, 8, https://doi.org/10.1115/PVP2017-65465.
[3] Eidinger, J. (2009). “Fragility of non-structural components for FEMA benefit cost analysis”, G&E Engineer-ing Systems Inc, 480-490
[4] Danesi, R. J. (2015). Seismic risk of industrial plants: assessment of a petrochemical piperack using incre-mental dynamic analysis (Doctoral dissertation, MSc Thesis Rose School. Pavia, Italy).
[5] Bursi, O. S., Paolacci, F., & Reza, M. S. (2015). “Performance-based analysis of coupled support structures and piping systems subject to seismic loading”, In Pressure Vessels and Piping Conference (Vol. 57034, p. V008T08A021). American Society of Mechanical Engineers.
[6] S. D. C. E. A., & D. N. (2005). Flaring at oil refineries in south Durban and Denmark. ISBN 0-620-34209-9.
[7] World Bank Group. (2004). A Voluntary Standard for Global Gas Flaring and Venting Reduction, Public Disclosure Authorized.
[8] Standard, A. P. I. (2014). Pressure-relieving and Depressuring Systems, API Publishing Services, Texas A&M University/5912186001.
[9] Sabry, H. (2017). “Integrity of LNG flare systems”, In Abu Dhabi International Petroleum Exhibition & Conference. OnePetro, https://doi.org/10.2118/188307-MS.
[10] Papas, M., Smith, S., Zink, D., & Parfreeman, N. (2010). “Principal of Flaring Combusion and Ways to Minimise Emissions and Smoke-Design and Case Study of a New Air-Injection System for Upgrading Existing Flares into Smokeless Flares”, In SPE Asia Pacific Oil and Gas Conference and Exhibition. Society of Petrole-um Engineers, https://doi.org/10.2118/134067-MS.
[11] Akeredolu, F. A., & Sonibare, J. A. (2004). “A review of the usefulness of gas flares in air pollution control”, Management of Environmental Quality: An International Journal, 15(6), 574-583.
[12] Krausmann, E., Cruz, A. M., & Affeltranger, B. (2010). “The impact of the 12 May 2008 Wenchuan earth-quake on industrial facilities”, Journal of Loss Prevention in the Process Industries, 23(2), 242-248.
[13] Vamvatsikos, D., & Cornell, C. A. (2002). “Incremental dynamic analysis”, Earthquake engineering & structural dynamics, 31(3), 491-514.
[14] Vamvatsikos, D., & Cornell, C. A. (2002). Seismic performance, capacity and reliability of structures as seen through incremental dynamic analysis, Doctoral dissertation, Stanford University, 1–172.
[15] Prestandard, F. E. M. A. (2000). commentary for the seismic rehabilitation of buildings (FEMA356). Wash-ington, DC: Federal Emergency Management Agency, 7, 2.
[16] Chiou, J. S., Chiang, C. H., Yang, H. H., & Hsu, S. Y. (2011). “Developing fragility curves for a pile-supported wharf”, Soil dynamics and earthquake engineering, 31(5-6), 830-840.
[17] No, E. (2013). 2010 Edition of ASCE 7 Minimum Design Loads for Buildings and Other Structures. www.asceorg/sei/errata.
[18] Iervolino, I., & Cornell, C. A. (2005). “Record selection for nonlinear seismic analysis of structures”, Earth-quake Spectra, 21(3), 685-713.
[19] Ancheta, T., Bozorgnia, Y., Darragh, R., Silva, W. J., Chiou, B., Stewart, J. P., ... & Atkinson, G. M. (2012). “PEER NGA-West2 database: A database of ground motions recorded in shallow crustal earthquakes in active tectonic regions”, In Proceedings, 15th World Conference on Earthquake Engineering. Https://Ngawest2.Berkeley.Edu/Site.
[20] Chopra, A. K. (2012) “Dynamics of structures: theory and applications to earthquake engineering”, Dynamics of Structures : Theory and Applications to Earthquake Engineering, ISBN-10: 0134555120, ISBN-13: 978-0134555126.
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