Probabilistic Seismic Safety Evaluation of Precode Cylindrical Oil Tanks

AbstractCylindrical steel liquid storage tanks are important components of many process industries. They are usually used to store toxic, flammable, and hazardous liquids. Hence damage to liquid storage tanks may cause serious direct and indirect impacts. Many of the existing tanks in old industrial plants are precode tanks or were designed based on early editions of seismic codes. Meanwhile, the performance of old liquid storage tanks during the past earthquake revealed that they are noticeably vulnerable. In this paper, analytical and empirical probabilistic seismic safety analysis (PSSA) of precode tanks were performed. Fragility curves were developed in terms of the height-to-diameter ratio (H/D) and the relative amount of stored liquid (% full). To this end, 750 tank-liquid-earthquake analysis cases have been performed. Furthermore, performances of 43 unanchored old liquid storage tanks during three major earthquakes were observed. Results of this study revealed that the H/D can be considered the mos...

[1]  Durgesh C. Rai,et al.  Review of Seismic Codes on Liquid-Containing Tanks , 2007 .

[2]  Nicola Buratti,et al.  Dynamic buckling and seismic fragility of anchored steel tanks by the added mass method , 2014 .

[3]  Oscar Curadelli Equivalent linear stochastic seismic analysis of cylindrical base-isolated liquid storage tanks , 2013 .

[4]  Roberto Nascimbene,et al.  Seismic Performance of Storage Steel Tanks during the May 2012 Emilia, Italy, Earthquakes , 2015 .

[5]  Luis A. Godoy,et al.  Fundamental modes of tank-liquid systems under horizontal motions , 2006 .

[6]  Praveen Malhotra Practical Nonlinear Seismic Analysis of Tanks , 2000 .

[7]  Jun Hee Kim,et al.  Fragility Assessment of Light-Frame Wood Construction Subjected to Wind and Earthquake Hazards , 2004 .

[8]  P. K. Malhotra,et al.  Beam Model for Base‐Uplifting Analysis of Cylindrical Tanks , 1994 .

[9]  George C. Manos Evaluation of the earthquake performance of anchored wine tanks during the San Juan, Argentina, 1977 earthquakexs , 1991 .

[10]  Sassan Eshghi,et al.  Performance of Industrial Facilities in the 2003 Bam, Iran, Earthquake , 2005 .

[11]  Gayle S. Johnson,et al.  Preliminary report: Kocaeli (Izmit) earthquake of 17 August 1999 , 2000 .

[12]  Jack P. Moehle,et al.  Reconnaissance of the Chilean Wine Industry Affected by the 2010 Chile Offshore Maule Earthquake , 2012 .

[13]  Sassan Eshghi,et al.  PERFORMANCE OF CYLINDRICAL LIQUID STORAGE TANKS IN SILAKHOR, IRAN EARTHQUAKE OF MARCH 31, 2006 , 2007 .

[14]  Reginald DesRoches,et al.  Seismic fragility of typical bridges in moderate seismic zones , 2004 .

[15]  Sassan Eshghi,et al.  The tapered beam model for bottom plate uplift analysis of unanchored cylindrical steel storage tanks , 2009 .

[16]  Luis A. Godoy,et al.  Linear and nonlinear 2D finite element analysis of sloshing modes and pressures in rectangular tanks subject to horizontal harmonic motions , 2008 .

[17]  Luis A. Godoy,et al.  Dynamic buckling of anchored steel tanks subjected to horizontal earthquake excitation , 2006 .

[18]  Michael K. Lindell,et al.  Hazardous Materials Releases in the Northridge Earthquake: Implications for Seismic Risk Assessment , 1997 .

[19]  Luis A. Godoy,et al.  Effect of Pre-stress States on the Impulsive Modes of Vibration of Cylindrical Tank-liquid Systems under Horizontal Motions , 2005 .

[20]  Charles A. Kircher,et al.  Development of Building Damage Functions for Earthquake Loss Estimation , 1997 .

[21]  Robert Davis Cook,et al.  Finite Element Modeling for Stress Analysis , 1995 .

[22]  George C. Manos,et al.  Tank damage during the may 1983 coalinga earthquake , 1985 .

[23]  Andrew S. Whittaker,et al.  Seismic Performance of Industrial Facilities Affected by the 1999 Turkey Earthquake , 2006 .

[24]  J. M. Rotter,et al.  Buckling of thin metal shells , 2004 .

[25]  Ehsan Ahmadi,et al.  Comparison of API650-2008 provisions with FEM analyses for seismic assessment of existing steel oil storage tanks , 2013 .

[26]  Daniel Straub,et al.  Improved seismic fragility modeling from empirical data , 2008 .

[27]  H Y Kim,et al.  STATISTICAL ANALYSIS OF FRAGILITY CURVES , 2000 .

[28]  David D. Miller,et al.  The Morgan Hill Earthquake of April 24, 1984—Effects on Industrial Facilities, Buildings, and Other Facilities , 1985 .

[29]  Maria I. Todorovska,et al.  Ambient vibration tests of a seven-story reinforced concrete building in Van Nuys, California, damaged by the 1994 Northridge earthquake , 2000 .

[30]  Mihailo D. Trifunac Ambient vibration test of a thirty-nine story steel frame building , 1970 .

[31]  Christina Corbane,et al.  Empirical Fragility Functions based on Remote Sensing and Field Data after the 12 January 2010 Haiti Earthquake , 2013 .

[32]  Michael J. O'Rourke,et al.  Seismic Fragility Curves for On-Grade Steel Tanks , 2000 .

[33]  Lydik S. Jacobsen,et al.  Impulsive hydrodynamics of fluid inside a cylindrical tank and of fluid surrounding a cylindrical pier , 1949 .