Investigation of the contribution of the reinforcement tie to the seismic behavior of reinforced-concrete columns

Year 2022, , 21 - 26, 27.06.2022

Ercan Işık

https://doi.org/10.17678/beuscitech.1067376

Cited By: 2

Abstract

In reinforced-concrete structural columns, special earthquake reinforcement ties are used as well as longitudinal and transverse reinforcement. Deficiencies related to all these reinforcements can cause different levels of damage to the reinforced-concrete structural elements after the earthquake. Within the scope of this study, a total of eight different structural models were created for the reinforcement-ties effect in reinforced-concrete columns, considering four different reinforcement-tie models and two different reinforcement materials. The period, seismic capacity and target displacement values were obtained for each structural model. In addition, demand, limit and capacity values for shear force were obtained and compared. Material strength and the amount of reinforcement ties used contributed significantly to the seismic behaviour of the structure.

Keywords

Reinforced-concrete, reinforcement tie, pushover, seismic behaviour, shear

References

• Antoniou, S.; Pinho, R. SeismoStruct–Seismic Analysis Program by Seismosoft; Technical User Manuel; SeismoStruct: Pavia, Italy, 2003
• Arslan, M.H., Korkmaz, H.H. 2007. What is to be learned from damage and failure of reinforced concrete structures during recent earthquakes in Turkey?. Engineering Failure Analysis, 14(1), 1-22.
• Arslan, M.H., 2010. An evaluation of effective design parameters on earthquake performance of RC buildings using neural networks. Engineering Structures, 32(7), 1888-1898.
• Aydemir, C., Zorbozan, M., Alacali, S.N. 2009. Dikdörtgen kesitli betonarme kolonların Mp moment kapasitelerinin belirlenmesi. Teknik Dergi, 20(96), 4545-4565.
• Bilgin, H., Shkodrani, N., Hysenlliu, M., Ozmen, H.B., Isik, E., Harirchian, E. 2022. Damage and performance evaluation of masonry buildings constructed in 1970s during the 2019 Albania earthquakes. Engineering Failure Analysis, 131, 105824.
• Büyüksaraç, A., Isik, E., Harirchian, E. 2021. A case study for determination of seismic risk priorities in Van (Eastern Turkey). Earthquake and Structures, 20(4), 445-455.
• Çelebi, E., Aktas, M., Çağlar, N., Özocak, A., Kutanis, M., Mert, N., Özcan, Z. 2013. October 23, 2011 Turkey/Van–Ercis earthquake: structural damages in the residential buildings. Natural Hazards, 65(3), 2287-2310.
• Çolakoğlu, H.E. 2020. Betonarme kolonlarin deprem performansinda enine donati araliği etkisinin sayisal olarak incelenmesi. Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi, 7(12), 1-13.
• Dogan, G., Ecemis, A.S., Korkmaz, S.Z., Arslan, M. H., Korkmaz, H.H. 2021. Buildings Damages after Elazığ, Turkey Earthquake on January 24, 2020. Natural Hazards, 1-40.
• Doǧangün, A. 2004. Performance of reinforced concrete buildings during the May 1, 2003 Bingöl Earthquake in Turkey. Engineering Structures, 26(6), 841-856.
• EN 1998-3 (2005). Eurocode-8: Design of Structures for Earthquake Resistance-Part 3: Assessment and Retrofitting of Buildings; European Committee for Standardization: Bruxelles, Belgium, 2005.
• Erdil, B. 2017. Why RC buildings failed in the 2011 Van, Turkey, earthquakes: construction versus design practices. Journal of Performance of Constructed Facilities, 31(3), 04016110.
• Foroughi, S., Jamal, R., Yüksel, B. 2020. Sargı donatısı ve eksenel yük seviyesinin betonarme kolonların eğrilik süneklik ile etkin kesit rijitliğe etkisi. El-Cezeri Journal of Science and Engineering, 7(3), 1309-1319.
• Hadzima-Nyarko, M., Kalman Šipoš, T. 2017. Insights from existing earthquake loss assessment research in Croatia. Earthquakes and structures, 13(4), 365-375.
• Harirchian, E., Hosseini, S. E. A., Jadhav, K., Kumari, V., Rasulzade, S., Işık, E., ... & Lahmer, T. 2021. A review on application of soft computing techniques for the rapid visual safety evaluation and damage classification of existing buildings. Journal of Building Engineering, 102536.
• Harirchian, E., Lahmer, T., Buddhiraju, S., Mohammad, K., Mosavi, A. 2020. Earthquake safety assessment of buildings through rapid visual screening. Buildings, 10(3), 51.
• Hasgül, U., Yavaş, A., Türker, K., Terzi, M., Birol, T. 2016. DBYBHY-2007’de tanimlanan hasar kriterlerinin betonarme kolon elemanlar için incelenmesi. Uludağ University Journal of the Faculty of Engineering, 21(2), 499-514.
• Inel, M., Ozmen, H. B., Bilgin, H. 2008. Re-evaluation of building damage during recent earthquakes in Turkey. Engineering Structures, 30(2), 412-427.
• İnel, M., Bilgin, H., Özmen, H.B. 2007. Orta Yükseklikteki Betonarme Binalarin Deprem Performanslarinin Afet Yönetmeliğine Göre Tayini. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, 13(1), 81-89.
• İnel, M., Bilgin, H., Özmen, H.B. 2008. Orta yükseklikli betonarme binaların Türkiye’de yaşanan son depremlerdeki performansı. Teknik Dergi, 19(91), 4319-4331.
• Işık, E., Harirchian, E., Bilgin, H., Jadhav, K. 2021. The effect of material strength and discontinuity in RC structures according to different site-specific design spectra. Res. Eng. Struct. Mater, 7, 413-430.
• Işık, E. 2014. The effects of 23.10. 2011 Van earthquake on near-field and damaged on structures. International Anatolia Academic Online Journal, Scientific Science, 2(2), 10-25.
• Işık, M. F., Işık, E., Bülbül, M.A. 2018. Application of iOS/Android based assessment and monitoring system for building inventory under seismic impact. Gradevinar, 70 (12), 1043-1056
• Isik, E., Aydin, M. C., Buyuksarac, A. 2020. 24 January 2020 Sivrice (Elazığ) earthquake damages and determination of earthquake parameters in the region. Earthquakes and Structures, 19(2), 145-156.
• Işık, E., Karaşin, İ. B., Demirci, A., and Büyüksaraç, A., 2020. Seismic risk priorities of site and mid-rise RC buildings in Turkey. Challenge, 6(4), 191-203.
• Meral, E. 2018. Yapısal Parametrelerin Betonarme Kolonların Eğrilik Sünekliğine Etkileri. Osmaniye Korkut Ata Üniversitesi Fen Bilimleri Enstitüsü Dergisi, 1(1), 28-43.
• Merter, O., Uçar, T. 2015. Betonarme kesitlerin doğrusal elastik ötesi davranişinda tüketilen enerjiye boyuna donati oraninin, enine donati araliğinin ve eksenel yükün etkisi. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi, 4(1), 21-39.
• Pekgokgoz, R.K., Avcil, F. 2021. Effect of steel fibres on reinforced concrete beam-column joints under reversed cyclic loading, Građevinar, 73 (12), 1185-1194
• Seismosoft. SeismoStruct 2022–A Computer Program for Static and Dynamic Nonlinear Analysis of Framed Structures. 2022. Available online: http://www.seismosoft.com
• Shendkar, M. R., Kumar, R. P., Mandal, S., Maiti, P. R., Kontoni, D.P.N. 2021. Seismic risk assessment of reinforced concrete buildings in Koyna-Warna region through EDRI method. Innovative Infrastructure Solutions, 6(3), 1-25.
• Stepinac, M., Lourenço, P. B., Atalić, J., Kišiček, T., Uroš, M., Baniček, M., Novak, M.Š. 2021. Damage classification of residential buildings in historical downtown after the ML5. 5 earthquake in Zagreb, Croatia in 2020. International Journal of Disaster Risk Reduction, 56, 102140.
• Tabrizikahou, A., Hadzima-Nyarko, M., Kuczma, M., Lozančić, S. 2021. Application of shape memory alloys in retrofitting of masonry and heritage structures based on their vulnerability revealed in the Bam 2003 earthquake. Materials, 14(16), 4480.
• Tapan, M., Comert, M., Demir, C., Sayan, Y., Orakcal, K., Ilki, A. 2013. Failures of structures during the October 23, 2011 Tabanlı (Van) and November 9, 2011 Edremit (Van) earthquakes in Turkey. Engineering Failure Analysis, 34, 606-628.
• Taşkin, M., Okay, F. 2019. Sargilama tipinin deprem yüklerine maruz kalan kolonlarin davranişina etkisinin sayisal olarak modellenmesi. Mühendislik Bilimleri ve Tasarım Dergisi, 7(1), 205-210.
• Yakut, A., Sucuoğlu, H., Binici, B., Canbay, E., Donmez, C., İlki, A., ... & Ay, B.Ö. 2021. Performance of structures in İzmir after the Samos island earthquake. Bulletin of Earthquake Engineering, 1-26.