Upgrading of Precast Roof Beam–Column Connections with Seismic Safety Key Devices
Vol. 10 No. 5 (2024): May
Research Articles
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Doi: 10.28991/CEJ-2024-010-05-06
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Ristic, J., Misini, L., Ristic, D., & Hristovski, V. (2024). Upgrading of Precast Roof Beam–Column Connections with Seismic Safety Key Devices. Civil Engineering Journal, 10(5), 1437–1454. https://doi.org/10.28991/CEJ-2024-010-05-06
[1] Carulli, G. B., & Slejko, D. (2005). The 1976 Friuli (NE Italy) Earthquake. Giornale di Geologia Applicata, 1, 147-156. doi:10.1474/GGA.2005-01.0-15.0015.
[2] Fajfar, P., Banovec, J., & Saje, F. (1978). Behaviour of prefabricated industrial building in Breginj during the Friuli earthquake. 6th European Conference on Earthquake Engineering, 18-22 September, Dubrovnik, Yugoslavia.
[3] Bournas, D. A., Negro, P., & Taucer, F. F. (2014). Performance of industrial buildings during the Emilia earthquakes in Northern Italy and recommendations for their strengthening. Bulletin of Earthquake Engineering, 12(5), 2383–2404. doi:10.1007/s10518-013-9466-z.
[4] Belleri, A., Brunesi, E., Nascimbene, R., Pagani, M., & Riva, P. (2015). Seismic Performance of Precast Industrial Facilities Following Major Earthquakes in the Italian Territory. Journal of Performance of Constructed Facilities, 29(5), 4014135. doi:10.1061/(asce)cf.1943-5509.0000617.
[5] Savoia, M., Buratti, N., & Vincenzi, L. (2017). Damage and collapses in industrial precast buildings after the 2012 Emilia earthquake. Engineering Structures, 137, 162–180. doi:10.1016/j.engstruct.2017.01.059.
[6] Arslan, M. H., Korkmaz, H. H., & Gulay, F. G. (2006). Damage and failure pattern of prefabricated structures after major earthquakes in Turkey and shortfalls of the Turkish Earthquake code. Engineering Failure Analysis, 13(4), 537–557. doi:10.1016/j.engfailanal.2005.02.006.
[7] Ozden, S., Akpinar, E., Erdogan, H., & Atalay, H. M. (2014). Performance of precast concrete structures in October 2011 Van earthquake, Turkey. Magazine of Concrete Research, 66(11), 543–552. doi:10.1680/macr.13.00097.
[8] Krausmann, E. (2014). STREST - Report on lessons learned from recent catastrophic events. Institute for the Protection and Security of the Citizen (Joint Research Centre), Ispra, Italy. doi:10.2788/618.
[9] Romí£o, X., Costa, A. A., Paupério, E., Rodrigues, H., Vicente, R., Varum, H., & Costa, A. (2013). Field observations and interpretation of the structural performance of constructions after the 11 May 2011 Lorca earthquake. Engineering Failure Analysis, 34, 670–692. doi:10.1016/j.engfailanal.2013.01.040.
[10] Simeonov, S. (1985). Building construction under seismic conditions in the Balkan region: design and construction of prefabricated reinforced concrete building systems. United Nations Industrial Development Organization, executing agency for the United Nations Development Programme, Vienna, Austria.
[11] Fédération internationale du béton (FIB). (2003). Seismic Design of Precast Concrete Building Structures. Fédération internationale du béton, Bulletin 27, Lausanne, Switzerland.
[12] Bournas, D. A., Negro, P., & Molina, F. J. (2013). Pseudo dynamic tests on a full-scale 3-storey precast concrete building: Behavior of the mechanical connections and floor diaphragms. Engineering Structures, 57, 609–627. doi:10.1016/j.engstruct.2013.05.046.
[13] Bournas, D. A., & Negro, P. (2012). Seismic Performance of Mechanical Connections in the SAFECAST Precast Building. 15th World Conference on Earthquake Engineering, 24-48 September, Lisbon, Portugal.
[14] Fischinger, M., Zoubek, B., Kramar, M., & Isaković, T. (2012). Cyclic response of dowel connections in precast structures. 15th World Conference on Earthquake Engineering, 24-48 September, Lisbon, Portugal.
[15] Kramar, M., Isakovic, T., & Fischinger, M. (2010). Experimental investigation of "pinned” beam-to-column connections in precast industrial buildings. 14th European Conference on Earthquake Engineering, 30 August-3 September, 2010, Ohrid, Republic of Macedonia.
[16] Colombo, Antonella, Paolo Negro, & Toniolo, G. (2014). The Influence of Claddings on the Seismic Response of Precast Structures: The Safecladding project. Proceedings of the Second European Conference on Earthquake Engineering and Seismology, 25-29 August, 2014, Istanbul, Turkey.
[17] Magliulo, G., Fabbrocino, G., & Manfredi, G. (2008). Seismic assessment of existing precast industrial buildings using static and dynamic nonlinear analyses. Engineering Structures, 30(9), 2580–2588. doi:10.1016/j.engstruct.2008.02.003.
[18] Palanci, M., Senel, S. M., & Kalkan, A. (2017). Assessment of one story existing precast industrial buildings in Turkey based on fragility curves. Bulletin of Earthquake Engineering, 15(1), 271–289. doi:10.1007/s10518-016-9956-x.
[19] Zoubek, B., Isakovic, T., Fahjan, Y., & Fischinger, M. (2013). Cyclic failure analysis of the beam-to-column dowel connections in precast industrial buildings. Engineering Structures, 52, 179–191. doi:10.1016/j.engstruct.2013.02.028.
[20] Zoubek, B., Fischinger, M., & Isakovic, T. (2015). Estimation of the cyclic capacity of beam-to-column dowel connections in precast industrial buildings. Bulletin of Earthquake Engineering, 13(7), 2145–2168. doi:10.1007/s10518-014-9711-0.
[21] Eldin, M. N., Naeem, A., & Kim, J. (2020). Seismic retrofit of a structure using self-centring precast concrete frames with enlarged beam ends. Magazine of Concrete Research, 72(22), 1155–1170. doi:10.1680/jmacr.19.00012.
[22] Hwang, J. H., Kim, K. S., Choi, S. H., Kwon, O. S., & Lee, D. H. (2021). Seismic behaviour of post-tensioned precast concrete beam–column connections. Magazine of Concrete Research, 73(9), 433–447. doi:10.1680/jmacr.19.00083.
[23] Kramar, M. (2008). Seismic Vulnerability of Precast Reinforced Concrete Structures. PhD Thesis, University of Ljubljana, Ljubljana, Slovenia. (In Slovenian).
[24] Martinelli, P., & Mulas, M. G. (2010). An innovative passive control technique for industrial precast frames. Engineering Structures, 32(4), 1123–1132. doi:10.1016/j.engstruct.2009.12.038.
[25] Li, Y., Geng, F., Ding, Y., & Wang, L. (2020). Experimental and numerical study of low-damage self-centering precast concrete frame connections with replaceable dampers. Engineering Structures, 220, 111011. doi:10.1016/j.engstruct.2020.111011.
[26] Hu, X., Xue, W., & Qi, D. (2020). Experimental studies on precast post-tensioned concrete connections with composite beams and multi-storey columns. Magazine of Concrete Research, 72(24), 1260–1275. doi:10.1680/jmacr.18.00595.
[27] Krzywoń, R., & Hulimka, J. (2024). Common Defects of Prefabricated Prestressed Elements for Industrial Construction. Buildings, 14(3), 673. doi:10.3390/buildings14030673.
[28] Baghdadi, A., Ledderose, L., & Kloft, H. (2024). Possible Geometries for Precast Concrete Structures, through Discussing New Connections, Robotic Manufacturing and Re-Utilisation of the Concrete Elements. Buildings, 14(1), 302. doi:10.3390/buildings14010302.
[29] Hu, X., Zhao, B., Wu, H., Djerrad, A., & Zhang, D. (2024). Experimental Study on Seismic Performance of Prefabricated Columns Connected Using a Novel Dry Sleeve. Buildings, 14(1), 249. doi:10.3390/buildings14010249.
[30] DIANA FEA. (2016). DIANA Finite Element Analysis User's Manual Analysis. DIANA FEA, Delft, The Netherlands.
[31] Kim, S., Shin, J., & Kim, W. (2024). Assessing the Seismic Performance of Exterior Precast Concrete Joints with Ultra-High-Performance Fiber-Reinforced Concrete. International Journal of Concrete Structures and Materials, 18(1), 10. doi:10.1186/s40069-023-00646-9.
[32] Luo, X., Lu, Q., & Zhang, B. (2024). Experimental Study on Modification of Grouting Material for Joints of Prefabricated Buildings. International Journal of Concrete Structures and Materials, 18(1), 12. doi:10.1186/s40069-023-00649-6.
[33] Misini, L. (20245). Development of Seismically Safe Prefabricated Structures of Industrial Halls Based on Analytical Investigation of Critical Connections. Ph.D. Thesis, Institute of Earthquake Engineering & Engineering Seismology, Skopje, Republic of Macedonia.
[34] Ristic, J., Pavlov, S., Pavlov, P., Misini, L., & Ristic, D. (2017). RESIN-015-2017: Laboratory testing of constructed prototype models of typical connections used in prefabricated RC construction system of industrial halls implemented by PUT InŠ¾enjering, Serbia: Experimental laboratory testing of prototype model-M5 representing original connection between a precast roof RC beam and an RC column. Report: RESIN-015-2017, RESIN Laboratory of Industrial Sciences and Technology, Skopje, Republic of Macedonia.
[35] Ristic, J., Pavlov, S., Pavlov, P., Misini, L., & Ristic, D. (2017). RESIN-016-2017: Laboratory testing of constructed prototype models of typical connections used in prefabricated RC construction system of industrial halls implemented by PUT InŠ¾enjering, Serbia: Experimental laboratory testing of prototype model-M5 representing original connection between a precast roof RC beam and an RC column. Report: RESIN-016-2017, RESIN Laboratory of Industrial Sciences and Technology, Skopje, Republic of Macedonia.
[36] Misini, L., Ristic, J., Hristovski, V., & Ristic, D. (2023). Performance testing of roof beam-column connections for precast N-system. Magazine of Concrete Research, 76(5), 261–271. doi:10.1680/jmacr.23.00037.
[2] Fajfar, P., Banovec, J., & Saje, F. (1978). Behaviour of prefabricated industrial building in Breginj during the Friuli earthquake. 6th European Conference on Earthquake Engineering, 18-22 September, Dubrovnik, Yugoslavia.
[3] Bournas, D. A., Negro, P., & Taucer, F. F. (2014). Performance of industrial buildings during the Emilia earthquakes in Northern Italy and recommendations for their strengthening. Bulletin of Earthquake Engineering, 12(5), 2383–2404. doi:10.1007/s10518-013-9466-z.
[4] Belleri, A., Brunesi, E., Nascimbene, R., Pagani, M., & Riva, P. (2015). Seismic Performance of Precast Industrial Facilities Following Major Earthquakes in the Italian Territory. Journal of Performance of Constructed Facilities, 29(5), 4014135. doi:10.1061/(asce)cf.1943-5509.0000617.
[5] Savoia, M., Buratti, N., & Vincenzi, L. (2017). Damage and collapses in industrial precast buildings after the 2012 Emilia earthquake. Engineering Structures, 137, 162–180. doi:10.1016/j.engstruct.2017.01.059.
[6] Arslan, M. H., Korkmaz, H. H., & Gulay, F. G. (2006). Damage and failure pattern of prefabricated structures after major earthquakes in Turkey and shortfalls of the Turkish Earthquake code. Engineering Failure Analysis, 13(4), 537–557. doi:10.1016/j.engfailanal.2005.02.006.
[7] Ozden, S., Akpinar, E., Erdogan, H., & Atalay, H. M. (2014). Performance of precast concrete structures in October 2011 Van earthquake, Turkey. Magazine of Concrete Research, 66(11), 543–552. doi:10.1680/macr.13.00097.
[8] Krausmann, E. (2014). STREST - Report on lessons learned from recent catastrophic events. Institute for the Protection and Security of the Citizen (Joint Research Centre), Ispra, Italy. doi:10.2788/618.
[9] Romí£o, X., Costa, A. A., Paupério, E., Rodrigues, H., Vicente, R., Varum, H., & Costa, A. (2013). Field observations and interpretation of the structural performance of constructions after the 11 May 2011 Lorca earthquake. Engineering Failure Analysis, 34, 670–692. doi:10.1016/j.engfailanal.2013.01.040.
[10] Simeonov, S. (1985). Building construction under seismic conditions in the Balkan region: design and construction of prefabricated reinforced concrete building systems. United Nations Industrial Development Organization, executing agency for the United Nations Development Programme, Vienna, Austria.
[11] Fédération internationale du béton (FIB). (2003). Seismic Design of Precast Concrete Building Structures. Fédération internationale du béton, Bulletin 27, Lausanne, Switzerland.
[12] Bournas, D. A., Negro, P., & Molina, F. J. (2013). Pseudo dynamic tests on a full-scale 3-storey precast concrete building: Behavior of the mechanical connections and floor diaphragms. Engineering Structures, 57, 609–627. doi:10.1016/j.engstruct.2013.05.046.
[13] Bournas, D. A., & Negro, P. (2012). Seismic Performance of Mechanical Connections in the SAFECAST Precast Building. 15th World Conference on Earthquake Engineering, 24-48 September, Lisbon, Portugal.
[14] Fischinger, M., Zoubek, B., Kramar, M., & Isaković, T. (2012). Cyclic response of dowel connections in precast structures. 15th World Conference on Earthquake Engineering, 24-48 September, Lisbon, Portugal.
[15] Kramar, M., Isakovic, T., & Fischinger, M. (2010). Experimental investigation of "pinned” beam-to-column connections in precast industrial buildings. 14th European Conference on Earthquake Engineering, 30 August-3 September, 2010, Ohrid, Republic of Macedonia.
[16] Colombo, Antonella, Paolo Negro, & Toniolo, G. (2014). The Influence of Claddings on the Seismic Response of Precast Structures: The Safecladding project. Proceedings of the Second European Conference on Earthquake Engineering and Seismology, 25-29 August, 2014, Istanbul, Turkey.
[17] Magliulo, G., Fabbrocino, G., & Manfredi, G. (2008). Seismic assessment of existing precast industrial buildings using static and dynamic nonlinear analyses. Engineering Structures, 30(9), 2580–2588. doi:10.1016/j.engstruct.2008.02.003.
[18] Palanci, M., Senel, S. M., & Kalkan, A. (2017). Assessment of one story existing precast industrial buildings in Turkey based on fragility curves. Bulletin of Earthquake Engineering, 15(1), 271–289. doi:10.1007/s10518-016-9956-x.
[19] Zoubek, B., Isakovic, T., Fahjan, Y., & Fischinger, M. (2013). Cyclic failure analysis of the beam-to-column dowel connections in precast industrial buildings. Engineering Structures, 52, 179–191. doi:10.1016/j.engstruct.2013.02.028.
[20] Zoubek, B., Fischinger, M., & Isakovic, T. (2015). Estimation of the cyclic capacity of beam-to-column dowel connections in precast industrial buildings. Bulletin of Earthquake Engineering, 13(7), 2145–2168. doi:10.1007/s10518-014-9711-0.
[21] Eldin, M. N., Naeem, A., & Kim, J. (2020). Seismic retrofit of a structure using self-centring precast concrete frames with enlarged beam ends. Magazine of Concrete Research, 72(22), 1155–1170. doi:10.1680/jmacr.19.00012.
[22] Hwang, J. H., Kim, K. S., Choi, S. H., Kwon, O. S., & Lee, D. H. (2021). Seismic behaviour of post-tensioned precast concrete beam–column connections. Magazine of Concrete Research, 73(9), 433–447. doi:10.1680/jmacr.19.00083.
[23] Kramar, M. (2008). Seismic Vulnerability of Precast Reinforced Concrete Structures. PhD Thesis, University of Ljubljana, Ljubljana, Slovenia. (In Slovenian).
[24] Martinelli, P., & Mulas, M. G. (2010). An innovative passive control technique for industrial precast frames. Engineering Structures, 32(4), 1123–1132. doi:10.1016/j.engstruct.2009.12.038.
[25] Li, Y., Geng, F., Ding, Y., & Wang, L. (2020). Experimental and numerical study of low-damage self-centering precast concrete frame connections with replaceable dampers. Engineering Structures, 220, 111011. doi:10.1016/j.engstruct.2020.111011.
[26] Hu, X., Xue, W., & Qi, D. (2020). Experimental studies on precast post-tensioned concrete connections with composite beams and multi-storey columns. Magazine of Concrete Research, 72(24), 1260–1275. doi:10.1680/jmacr.18.00595.
[27] Krzywoń, R., & Hulimka, J. (2024). Common Defects of Prefabricated Prestressed Elements for Industrial Construction. Buildings, 14(3), 673. doi:10.3390/buildings14030673.
[28] Baghdadi, A., Ledderose, L., & Kloft, H. (2024). Possible Geometries for Precast Concrete Structures, through Discussing New Connections, Robotic Manufacturing and Re-Utilisation of the Concrete Elements. Buildings, 14(1), 302. doi:10.3390/buildings14010302.
[29] Hu, X., Zhao, B., Wu, H., Djerrad, A., & Zhang, D. (2024). Experimental Study on Seismic Performance of Prefabricated Columns Connected Using a Novel Dry Sleeve. Buildings, 14(1), 249. doi:10.3390/buildings14010249.
[30] DIANA FEA. (2016). DIANA Finite Element Analysis User's Manual Analysis. DIANA FEA, Delft, The Netherlands.
[31] Kim, S., Shin, J., & Kim, W. (2024). Assessing the Seismic Performance of Exterior Precast Concrete Joints with Ultra-High-Performance Fiber-Reinforced Concrete. International Journal of Concrete Structures and Materials, 18(1), 10. doi:10.1186/s40069-023-00646-9.
[32] Luo, X., Lu, Q., & Zhang, B. (2024). Experimental Study on Modification of Grouting Material for Joints of Prefabricated Buildings. International Journal of Concrete Structures and Materials, 18(1), 12. doi:10.1186/s40069-023-00649-6.
[33] Misini, L. (20245). Development of Seismically Safe Prefabricated Structures of Industrial Halls Based on Analytical Investigation of Critical Connections. Ph.D. Thesis, Institute of Earthquake Engineering & Engineering Seismology, Skopje, Republic of Macedonia.
[34] Ristic, J., Pavlov, S., Pavlov, P., Misini, L., & Ristic, D. (2017). RESIN-015-2017: Laboratory testing of constructed prototype models of typical connections used in prefabricated RC construction system of industrial halls implemented by PUT InŠ¾enjering, Serbia: Experimental laboratory testing of prototype model-M5 representing original connection between a precast roof RC beam and an RC column. Report: RESIN-015-2017, RESIN Laboratory of Industrial Sciences and Technology, Skopje, Republic of Macedonia.
[35] Ristic, J., Pavlov, S., Pavlov, P., Misini, L., & Ristic, D. (2017). RESIN-016-2017: Laboratory testing of constructed prototype models of typical connections used in prefabricated RC construction system of industrial halls implemented by PUT InŠ¾enjering, Serbia: Experimental laboratory testing of prototype model-M5 representing original connection between a precast roof RC beam and an RC column. Report: RESIN-016-2017, RESIN Laboratory of Industrial Sciences and Technology, Skopje, Republic of Macedonia.
[36] Misini, L., Ristic, J., Hristovski, V., & Ristic, D. (2023). Performance testing of roof beam-column connections for precast N-system. Magazine of Concrete Research, 76(5), 261–271. doi:10.1680/jmacr.23.00037.
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