Difference between revisions of "CFT Fire Studies"

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| Allen & Lie
 
| Allen & Lie
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| National Research Council of Canada (NRCC)
 
| National Research Council of Canada (NRCC)
 
| Allen, D. E. and Lie, T. T. (1974).  “Further Studies of the Fire Resistance of Reinforced Concrete Columns,” Report No. NRCC 14047, National Research Council of Canada (NRCC), Division of Building Research, Ottawa, Canada.
 
| Allen, D. E. and Lie, T. T. (1974).  “Further Studies of the Fire Resistance of Reinforced Concrete Columns,” Report No. NRCC 14047, National Research Council of Canada (NRCC), Division of Building Research, Ottawa, Canada.
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|-
 
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| Chabot & Lie
 
| Chabot & Lie
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| National Research Council of Canada, Institute for Research in Construction
 
| National Research Council of Canada, Institute for Research in Construction
 
| Chabot, M. and Lie, T. T. (1992).  “Experimental Studies on the Fire Resistance of Hollow Steel Columns Filled with Bar-Reinforced Concrete,” IRC Internal Report No. 268, National Research Council of Canada, Institute for Research in Construction, Ottawa, Canada.
 
| Chabot, M. and Lie, T. T. (1992).  “Experimental Studies on the Fire Resistance of Hollow Steel Columns Filled with Bar-Reinforced Concrete,” IRC Internal Report No. 268, National Research Council of Canada, Institute for Research in Construction, Ottawa, Canada.
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| Chung, Park, & Cho
 
| Chung, Park, & Cho
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| Journal of Constructional Steel Research
 
| Journal of Constructional Steel Research
 
| Chung, K., Park, S., and Choi, S. (2008). “Material effect for predicting the fire resistance of concrete-filled square steel tube column under constant axial load.” Journal of Constructional Steel Research, 64(12), 1505-1515. [[doi:10.1016/j.jcsr.2008.01.002]]
 
| Chung, K., Park, S., and Choi, S. (2008). “Material effect for predicting the fire resistance of concrete-filled square steel tube column under constant axial load.” Journal of Constructional Steel Research, 64(12), 1505-1515. [[doi:10.1016/j.jcsr.2008.01.002]]
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| Dai and Lam
 
| Dai and Lam
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| Journal of Constructional Steel Research
 
| Journal of Constructional Steel Research
 
| Dai, X. H. and Lam, D. (2012). “Shape effect on the behaviour of axially loaded concrete filled steel tubular stub columns at elevated temperature.” Journal of Constructional Steel Research, 73, 117-127. [[doi:10.1016/j.jcsr.2012.02.002]]
 
| Dai, X. H. and Lam, D. (2012). “Shape effect on the behaviour of axially loaded concrete filled steel tubular stub columns at elevated temperature.” Journal of Constructional Steel Research, 73, 117-127. [[doi:10.1016/j.jcsr.2012.02.002]]
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| Ding & Wang
 
| Ding & Wang
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| Proceedings of the Eleventh International Symposium and IIW International Conference on Tubular Structures
 
| Proceedings of the Eleventh International Symposium and IIW International Conference on Tubular Structures
 
| Ding, J., and Wang, Y. C. (2006). “The Behavior of Rotationally Restrained Concrete Filled Tubular Columns in Fire,” Tubular Structures XI, Proceedings of the Eleventh International Symposium and IIW International Conference on Tubular Structures, Packer, J. A. and Willibald, S. (eds.), Québec City, Canada, 31 August-2 September 2006, Taylor & Francis, Leiden, The Netherlands, pp. 417-424.
 
| Ding, J., and Wang, Y. C. (2006). “The Behavior of Rotationally Restrained Concrete Filled Tubular Columns in Fire,” Tubular Structures XI, Proceedings of the Eleventh International Symposium and IIW International Conference on Tubular Structures, Packer, J. A. and Willibald, S. (eds.), Québec City, Canada, 31 August-2 September 2006, Taylor & Francis, Leiden, The Netherlands, pp. 417-424.
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| Ding & Wang
 
| Ding & Wang
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| Engineering Structures
 
| Engineering Structures
 
| Ding, J., and Wang, Y. C. (2007). “Experimental Study of Structural Fire Behaviour of Steel Beam to Concrete Filled Tubular Column Assemblies with Different Types of Joints.” Engineering Structures, Vol. 29, No. 12, pp. 3485-3502.
 
| Ding, J., and Wang, Y. C. (2007). “Experimental Study of Structural Fire Behaviour of Steel Beam to Concrete Filled Tubular Column Assemblies with Different Types of Joints.” Engineering Structures, Vol. 29, No. 12, pp. 3485-3502.
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| Ding & Wang
 
| Ding & Wang
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| Proceedings of the 3rd International Conference on Steel and Composite Structures (ICSCS07)
 
| Proceedings of the 3rd International Conference on Steel and Composite Structures (ICSCS07)
 
| Ding, J., and Wang, Y. C. (2007). “Realistic modelling of Concrete Filled Tubular (CFT) columns in fire.” Proceedings of the 3rd International Conference on Steel and Composite Structures (ICSCS07), Taylor & Francis, Manchester, UK.
 
| Ding, J., and Wang, Y. C. (2007). “Realistic modelling of Concrete Filled Tubular (CFT) columns in fire.” Proceedings of the 3rd International Conference on Steel and Composite Structures (ICSCS07), Taylor & Francis, Manchester, UK.
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| Ding & Wang
 
| Ding & Wang
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| Journal of Constructional Steel Research
 
| Journal of Constructional Steel Research
 
| Ding, J., and Wang, Y. C. (2008). “Realistic modelling of thermal and structural behaviour of unprotected concrete filled tubular columns in fire.” Journal of Constructional Steel Research, 64(10), 1086-1102. [[doi:10.1016/j.jcsr.2007.09.014]]
 
| Ding, J., and Wang, Y. C. (2008). “Realistic modelling of thermal and structural behaviour of unprotected concrete filled tubular columns in fire.” Journal of Constructional Steel Research, 64(10), 1086-1102. [[doi:10.1016/j.jcsr.2007.09.014]]
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| Ding & Wang
 
| Ding & Wang
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| Fire Safety Journal
 
| Fire Safety Journal
 
| Ding, J., and Wang, Y. C. (2009). “Temperatures in unprotected joints between steel beams and concrete-filled tubular columns in fire.” Fire Safety Journal, 44(1), 16-32. [[doi:10.1016/j.firesaf.2008.02.004]]
 
| Ding, J., and Wang, Y. C. (2009). “Temperatures in unprotected joints between steel beams and concrete-filled tubular columns in fire.” Fire Safety Journal, 44(1), 16-32. [[doi:10.1016/j.firesaf.2008.02.004]]
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| Ding
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| The Structural Engineer
 
| The Structural Engineer
 
| Ding, S. (2008). “Design for robustness of connections to concrete filled tubular columns in fire.” The Structural Engineer, 86(19), 22-26.
 
| Ding, S. (2008). “Design for robustness of connections to concrete filled tubular columns in fire.” The Structural Engineer, 86(19), 22-26.
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| Edwards
 
| Edwards
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| Proceedings of the Sixth International Symposium on Tubular Structures
 
| Proceedings of the Sixth International Symposium on Tubular Structures
 
| Edwards, M. (1994).  “A Re-Evaluation of the Fire Protection of Unprotected Concrete Filled SHS Columns,” Tubular Structures VI, Proceedings of the Sixth International Symposium on Tubular Structures, Grundy, P., Holgate, A., and Wong, W. (eds.), Melbourne, Australia, 14-16 December 1994, A. A. Balkema, Rotterdam, The Netherlands, pp. 299-306.
 
| Edwards, M. (1994).  “A Re-Evaluation of the Fire Protection of Unprotected Concrete Filled SHS Columns,” Tubular Structures VI, Proceedings of the Sixth International Symposium on Tubular Structures, Grundy, P., Holgate, A., and Wong, W. (eds.), Melbourne, Australia, 14-16 December 1994, A. A. Balkema, Rotterdam, The Netherlands, pp. 299-306.
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| Edwards
 
| Edwards
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| Proceedings of the Eighth International Symposium on Tubular Structures
 
| Proceedings of the Eighth International Symposium on Tubular Structures
 
| Edwards, M. (1998). “The Performance in Fire of Concrete Filled SHS Columns Protected by Intumescent Paint,” Tubular Structures VIII, Proceedings of the Eighth International Symposium on Tubular Structures, Choo, Y. S., and Van der Vegte, G. J. (eds.), Singapore, 26-28 August 1998, A. A. Balkema, Rotterdam, The Netherlands, pp. 491-498.
 
| Edwards, M. (1998). “The Performance in Fire of Concrete Filled SHS Columns Protected by Intumescent Paint,” Tubular Structures VIII, Proceedings of the Eighth International Symposium on Tubular Structures, Choo, Y. S., and Van der Vegte, G. J. (eds.), Singapore, 26-28 August 1998, A. A. Balkema, Rotterdam, The Netherlands, pp. 491-498.
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| Edwards
 
| Edwards
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| Proceedings of the Ninth International Symposium and Euroconference on Tubular Structures
 
| Proceedings of the Ninth International Symposium and Euroconference on Tubular Structures
 
| Edwards, M. (2001). “The Performance in Fire of Fully Utilised Concrete Filled SHS Columns with External Fire Protection,” Tubular Structures IX, Proceedings of the Ninth International Symposium and Euroconference on Tubular Structures, Puthli, R. and Herion, S. (eds.), Düsseldorf, Germany, 3-5 April 2001, Swets & Zeitlinger, Lisse, The Netherlands, pp. 461-465.
 
| Edwards, M. (2001). “The Performance in Fire of Fully Utilised Concrete Filled SHS Columns with External Fire Protection,” Tubular Structures IX, Proceedings of the Ninth International Symposium and Euroconference on Tubular Structures, Puthli, R. and Herion, S. (eds.), Düsseldorf, Germany, 3-5 April 2001, Swets & Zeitlinger, Lisse, The Netherlands, pp. 461-465.
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| Elsawaf, Wang, & Mandal
 
| Elsawaf, Wang, & Mandal
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| Engineering Structures
 
| Engineering Structures
 
| Elsawaf, S., Wang, Y.C., and Mandal, P. (2011). "Numerical modelling of restrained structural subassemblies of steel beam and CFT columns connected using reverse channels in fire." Engineering Structures, 33 (4), pp. 1217-1231 [[doi:10.1016/j.engstruct.2010.12.043]]  
 
| Elsawaf, S., Wang, Y.C., and Mandal, P. (2011). "Numerical modelling of restrained structural subassemblies of steel beam and CFT columns connected using reverse channels in fire." Engineering Structures, 33 (4), pp. 1217-1231 [[doi:10.1016/j.engstruct.2010.12.043]]  
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| Espinos, Romero, & Hospitaler
 
| Espinos, Romero, & Hospitaler
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| Journal of Constructional Steel Research
 
| Journal of Constructional Steel Research
 
| Espinos, A., Romero, M.L., and Hospitaler, A. (2010). "Advanced model for predicting the fire response of concrete filled tubular columns," Journal of Constructional Steel Research, 66 (8-9), pp. 1030-1046. [[doi:10.1016/j.jcsr.2010.03.002]]  
 
| Espinos, A., Romero, M.L., and Hospitaler, A. (2010). "Advanced model for predicting the fire response of concrete filled tubular columns," Journal of Constructional Steel Research, 66 (8-9), pp. 1030-1046. [[doi:10.1016/j.jcsr.2010.03.002]]  
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| Espinos, A., Gardner, L., Romero M.L., and Hospitaler, A. (2011). "Fire behaviour of concrete filled elliptical steel columns," Thin-Walled Structures, 49 (2), pp. 239-255. [[doi:10.1016/j.tws.2010.10.008]]  
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| Espinos, A., Romero, M. L., and Hospitaler, A. (2012). “Simple calculation model for evaluating the fire resistance of unreinforced concrete filled tubular columns.” Engineering Structures, 42, 231–244. [[doi:10.1016/j.engstruct.2012.04.022]]
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| Acta Polytechnica
 
| Acta Polytechnica
 
| Espinos, A., Hospitaler, A.,  andRomero, M. L. (2009). “Fire resistance of axially loaded slender concrete filled steel tubular columns: development of a three-dimensional numerical model and comparison with Eurocode 4.” Acta Polytechnica, Czech Technical University in Prague, 49(1), pp. 39-43.
 
| Espinos, A., Hospitaler, A.,  andRomero, M. L. (2009). “Fire resistance of axially loaded slender concrete filled steel tubular columns: development of a three-dimensional numerical model and comparison with Eurocode 4.” Acta Polytechnica, Czech Technical University in Prague, 49(1), pp. 39-43.
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| Fang, Igaki, & Nakamura
 
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| Fang, T., Igaki, R., and Nakamura, T.(1995).  “Elastic-Plastic Behaviour of Concrete Filled Tubular Steel Columns,” Structural Steel, PSSC '95, Proceedings of the Fourth Pacific Structural Steel Conference, Shanmugam, N. E. and Choo, Y. S. (eds.), Singapore, October 25-27, 1995, Pergamon, Elsevier Science, Vol. 3, pp. 45-52.
 
| Fang, T., Igaki, R., and Nakamura, T.(1995).  “Elastic-Plastic Behaviour of Concrete Filled Tubular Steel Columns,” Structural Steel, PSSC '95, Proceedings of the Fourth Pacific Structural Steel Conference, Shanmugam, N. E. and Choo, Y. S. (eds.), Singapore, October 25-27, 1995, Pergamon, Elsevier Science, Vol. 3, pp. 45-52.
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| Composite Construction -- Conventional and Innovative, Proceedings of the International Conference
 
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| Han, L.-H. (1997).  “New Developments in Fire Resistance of Concrete Filled Steel Tubes in China,” Composite Construction -- Conventional and Innovative, Proceedings of the International Conference, Innsbruck, Austria, September 16-18, 1997, International Association of Bridge and Structural Engineers, Lausanne, Switzerland, pp. 391-396.
 
| Han, L.-H. (1997).  “New Developments in Fire Resistance of Concrete Filled Steel Tubes in China,” Composite Construction -- Conventional and Innovative, Proceedings of the International Conference, Innsbruck, Austria, September 16-18, 1997, International Association of Bridge and Structural Engineers, Lausanne, Switzerland, pp. 391-396.
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| Journal of Constructional Steel Research
 
| Journal of Constructional Steel Research
 
| Han, L.-H. (2001).  “Fire Performance of Concrete Filled Steel Tubular Beam-Columns,” Journal of Constructional Steel Research, Vol. 57, No. 6, June, pp. 695-709.
 
| Han, L.-H. (2001).  “Fire Performance of Concrete Filled Steel Tubular Beam-Columns,” Journal of Constructional Steel Research, Vol. 57, No. 6, June, pp. 695-709.
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| Journal of Structural Engineering, ASCE
 
| Journal of Structural Engineering, ASCE
 
| Han, L.-H. and Lin, X.-K. (2004).  “Tests on Cyclic Behavior of Concrete-Filled Hollow Structural Steel Columns after Exposure to the ISO-834 Standard Fire,” Journal of Structural Engineering, ASCE, Vol. 130, No. 11, November, pp. 1807-1819.  
 
| Han, L.-H. and Lin, X.-K. (2004).  “Tests on Cyclic Behavior of Concrete-Filled Hollow Structural Steel Columns after Exposure to the ISO-834 Standard Fire,” Journal of Structural Engineering, ASCE, Vol. 130, No. 11, November, pp. 1807-1819.  
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| Han, Lin, & Yang
 
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| Han, L. H., Lin, X. K., and Yang, Y. F. (2008). “Cyclic Performance of Concrete Filled Steel Tubular Columns After Exposure to Fire: Analysis and Simplified Model.” Advances in Structural Engineering, 11(4), 455-473. [[doi:10.1260/136943308785836853]]
 
| Han, L. H., Lin, X. K., and Yang, Y. F. (2008). “Cyclic Performance of Concrete Filled Steel Tubular Columns After Exposure to Fire: Analysis and Simplified Model.” Advances in Structural Engineering, 11(4), 455-473. [[doi:10.1260/136943308785836853]]
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| Journal of Structural Engineering, ASCE
 
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| Han, L.-H. and Huo, J.-S. (2003).  “Concrete-Filled Hollow Structural Steel Columns after Exposure to ISO-834 Fire Standard,” Journal of Structural Engineering, ASCE, Vol. 129, No. 1, January, pp. 68-78.
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| Journal of Structural Engineering, ASCE
 
| Han, L.-H., Huo, J.-S., and Wang, Y.-C. (2007).  “Behavior of Steel Beam to Concrete-Filled Steel Tubular Column Connections after Exposure to Fire,” Journal of Structural Engineering, ASCE, Vol. 133, No. 6, June, pp. 800-814.
 
| Han, L.-H., Huo, J.-S., and Wang, Y.-C. (2007).  “Behavior of Steel Beam to Concrete-Filled Steel Tubular Column Connections after Exposure to Fire,” Journal of Structural Engineering, ASCE, Vol. 133, No. 6, June, pp. 800-814.
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| Han, L.-H., Yang, H., and Cheng, S.-L. (2002).  “Residual Strength of Concrete Filled RHS Stub Columns after Exposure to High Temperatures,” Advances in Structural Engineering, Vol. 5, No. 2, pp. 123-134.
 
| Han, L.-H., Yang, H., and Cheng, S.-L. (2002).  “Residual Strength of Concrete Filled RHS Stub Columns after Exposure to High Temperatures,” Advances in Structural Engineering, Vol. 5, No. 2, pp. 123-134.
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| Han, L.-H., Zhao, X.-L., Yang, Y.-F., and Feng, J.-B. (2003).  “Experimental Study and Calculation of Fire Resistance of Concrete-Filled Hollow Steel Columns,” Journal of Structural Engineering, ASCE, Vol. 129, No. 3, March, pp. 346-356.
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| Han, L.-H., Wang, W.-H., and Yu, H.-X. (2010). "Experimental behaviour of reinforced concrete (RC) beam to concrete-filled steel tubular (CFST) column frames subjected to ISO-834 standard fire," Engineering Structures, 32 (10), pp. 3130-3144. [[doi:10.1016/j.engstruct.2010.06.001]]
 
| Han, L.-H., Wang, W.-H., and Yu, H.-X. (2010). "Experimental behaviour of reinforced concrete (RC) beam to concrete-filled steel tubular (CFST) column frames subjected to ISO-834 standard fire," Engineering Structures, 32 (10), pp. 3130-3144. [[doi:10.1016/j.engstruct.2010.06.001]]
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Line 191: Line 160:
 
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| Huang, S.-S. and Burgess, I. W. (2012). “Effect of transient strain on strength of concrete and CFT columns in fire – Part 1: Elevated-temperature analysis on a Shanley-like column model.” Engineering Structures, 44, 379–388. [[doi:10.1016/j.engstruct.2012.05.032]]
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| Huang, S.-S. and Burgess, I. W. (2012). “Effect of transient strain on strength of concrete and CFT columns in fire – Part 2: Simplified and numerical modelling.” Engineering Structures, 44, 389–399. [[doi:10.1016/j.engstruct.2012.05.052]]
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| Huang, S., Burgess, I. W., Huang, Z., and Plank, R. J. (2007). “Implications of transient thermal strain for the buckling of slender concrete-filled columns in fire.” Proceedings of the 3rd International Conference on Steel and Composite Structures (ICSCS07), Taylor & Francis, Manchester, UK.
 
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| Huo J., Huang G., and Xiao Y. (2009). "Effects of sustained axial load and cooling phase on post-fire behaviour of concrete-filled steel tubular stub columns," Journal of Constructional Steel Research, 65 (8-9), pp. 1664-1676. [[doi:10.1016/j.jcsr.2009.04.022]]
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Revision as of 01:00, 6 August 2012

Author(s) Year Publication Reference
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