Performance evaluation of steel-concrete composite structures designed in poorly graded soils
DOI:
https://doi.org/10.7764/RDLC.22.2.259Keywords:
Composite moment resisting frame, concrete filled steel tube column, incremental dynamic analysis, nonlinear pushover analysis, seismic behavior factor.Abstract
In this study, the seismic behavior of steel concrete composite buildings in a specific region was investigated. For this purpose, 5-, 10-, 15- and 20-storey composite moment-resisting framed structures were designed. Moment-resisting composite framed structures are modeled with concrete-filled steel tube columns and designed and modeled using composite beams. The buildings are designed according to ÇYTHYE-2016 and TBEC-2018 regulations at design levels with high ductility. In the design of the designed structures, the peak ground acceleration value is 0.79 g, and the design ground is planned as ZE class. SeismoStruct software was used for the design and performance evaluation of the structures. During the performance evaluations of the structures, nonlinear static pushover and incremental dynamic analyzes were used. Uniform and triangular load distributions are adopted in the static pushover analysis and 16 earthquake ground motions are used in the incremental dynamic analysis. Evaluation of the effect of the number of stories on the earthquake behavior of composite moment-resisting framed structures was investigated using the non-linear analyzes mentioned. Accordingly, lateral response, overstrength factors, ductility, and dynamic behavior factor values for composite frame structures were calculated and presented using the relevant analysis results. It has been calculated that the behavior factor of all moment-resisting composite framed structures can perform well above the design assumptions, whereas moment-resistant composite framed structures absorb seismic energy by using inelastic deformations. Ductility is almost 30% higher than the design assumption for international standards. As a result, it was concluded that these structures could continue to serve theoretically.
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Aksoylu, C., Mobark, A., Arslan, M. H., Erkan, İbrahim H. 2020. “A Comparative Study on ASCE 7-16, TBEC-2018 and TEC-2007 for Reinforced Concrete Buildings.” Revista De La Construcción. Journal of Construction 19(2):282–305.
ÇYTHYE. 2018. “Calculation and Construction Principles of Steel Structures.”
Denavit, Mark D., Jerome F. Hajjar, Roberto T. Leon, and Tiziano Perea. 2014a. “Analysis and Design of Steel-Concrete Composite Frame Systems.” Pp. 2605–16 in Structures Congress 2014 - Proceedings of the 2014 Structures Congress.
Denavit, Mark D., Jerome F. Hajjar, Tiziano Perea, and Roberto T. Leon. 2016. “Seismic Performance Factors for Moment Frames with Steel‐concrete Composite Columns and Steel Beams.” Earthquake Engineering & Structural Dynamics 45(10):1685–1703. doi: 10.1002/eqe.2737.
Elghazouli, A. Y. Y., J. M. M. Castro, and B. A. A. Izzuddin. 2008. “Seismic Performance of Composite Moment-Resisting Frames.” Engineering Struc-tures 30(7)(7):1802–19. doi: 10.1016/j.engstruct.2007.12.004.
Elghazouli, Ahmed. 2016. Seismic Design of Buildings to Eurocode 8. 1st ed. CRC Press.
Elnashai, A. S., and A. M. Mwafy. 2002. “Overstrength and Force Reduction Factors of Multistorey Reinforced-Concrete Buildings.” The Structural Design of Tall Buildings 11(5):329–51.
Elnashai, A. S., A. M. Mwafy, A. S. Elnashai, A. M. Mwafy, A. S. Elnashai, and A. M. Mwafy. 2002. “Overstrength and Force Reduction Factors of Multi-storey Reinforced-Concrete Buildings.” Structural Design of Tall Buildings 11(5):329–51.
Elnashai, A. S., and L. Di Sarno. 2015. Fundamentals of Earthquake Engineering: From Source to Fragility, 2nd Edition. John Wiley & Sons.
Elnashai, Amr, and Luigi Di Sarno. 2016. Fundamentals of Earthquake Engineering: From Source to Fragility. 1st ed. John Wiley & Sons.
Etli, Serkan. 2021a. “Analytical Evaluation of Behavior of Composite Columns Under Axial Load.” International Journal of Pure and Applied Sciences. doi: 10.29132/ijpas.991166.
Etli, Serkan. 2022. “Parametric Analysis of the Performance of Steel-Concrete Composite Structures Designed with TBDY 2018.” International Journal of Innovative Engineering Applications 6(1). doi: 10.46460/ijiea.1029942.
Etli, Serkan, and Esra Mete Güneyisi. 2020a. “Response of Steel Buildings under near and Far Field Earthquakes.” Civil Engineering Beyond Limits 1(2):24–30. doi: 10.36937/cebel.2020.002.004.
Etli, Serkan, and Esra Mete Güneyisi. 2020b. “Seismic Performance Evaluation of Regular and Irregular Composite Moment Resisting Frames.” Latin American Journal of Solids and Structures 17(7):1–22. doi: 10.1590/1679-78255969.
Etli, Serkan, and Esra Mete Güneyisi. 2021a. “Assessment of Seismic Behavior Factor of Code-Designed Steel–Concrete Composite Buildings.” Arabian Journal for Science and Engineering 46(5):4271–92. doi: 10.1007/s13369-020-04913-9.
Etli, Serkan, and Esra Mete Güneyisi. 2022a. “Effect of Nonlinear Modeling Approaches Used for Composite Elements on Seismic Behavior of Compo-site Framed Buildings.” Sadhana - Academy Proceedings in Engineering Sciences 47(2). doi: 10.1007/s12046-022-01871-w.
Etli, Serkan, and Esra Mete Güneyisi. 2022b. “Effect of Using Eccentric Braces with Different Link Lengths on the Seismic Demand of CFST Column-Composite Beam Frames Subjected to Near-Field and Far-Field Earthquakes.” Iranian Journal of Science and Technology - Transactions of Civil Engineering.
Forcael, E., González, V., Opazo, A., Orozco, F., Araya, R. 2020. “Modeling the Performance Impacts Caused by an Earthquake to the Construction Industry: Case Study on the 2010 Chile Earthquake.” Revista De La Construcción. Journal of Construction 16(2):215–228.
Güler, E., Afacan, K. B. 2021. “Assessment of Shear Wave Velocity Concept on the Site Specific Analysis and Its Effects over Performances of Building Codes.” Revista De La Construcción. Journal of Construction 20(3):527–543.
Güneyisi, Esra Mete, and Serkan Etli. 2020. “Response of Steel Buildings under near and Far Field Earthquakes.” Civil Engineering Beyond Limits 1(2):24–30. doi: 10.36937/cebel.2020.002.004.
Güneyisi, Esra Mete, and Serkan Etli. 2021. “Investigation of the Effect of Diagonal Eccentricity on Behavior of Braced Composite Structures Under the Impact of Near and Far-Field Earthquakes.” TUBİTAK PROJECT NO.
Hajjar, Jerome F. 2002. “Composite Steel and Concrete Structural Systems for Seismic Engineering.” Journal of Constructional Steel Research 58(5–8):703–23. doi: 10.1016/S0143-974X(01)00093-1.
Judd, Johnn P., and Nipun Pakwan. 2018. “Seismic Performance of Steel Moment Frame Office Buildings with Square Concrete-Filled Steel Tube Gravity Columns.” Engineering Structures 172:41–54. doi: 10.1016/j.engstruct.2018.06.016.
Khosravi, H., Shoaib Mousavi, S., Tadayonfar, G. 2020. “Numerical Study of Seismic Behavior of Composite Steel Plate Shear Walls with Flat and Cor-rugated Plates.” Evista De La Construcción. Journal of Construction 16(2):249–260.
Lee, Shu-Chi, and Chau-Khun Ma. 2021. “Time History Shaking Table Test and Seismic Performance Analysis of Industrialised Building System (IBS) Block House Subsystems.” Journal of Building Engineering 34:101906. doi: 10.1016/j.jobe.2020.101906.
Liew, J. Y. Richard, T. H. Teo, N. E. Shanmugam, and C. H. Yu. 2000. “Testing of Steel–Concrete Composite Connections and Appraisal of Results.” Journal of Constructional Steel Research 56(2):117–50. doi: 10.1016/S0143-974X(99)00099-1.
López-Barraza, Arturo, Sonia E. Ruiz, Alfredo Reyes-Salazar, and Edén Bojórquez. 2016. “Demands and Distribution of Hysteretic Energy in Moment Resistant Self-Centering Steel Frames.” Steel and Composite Structures 20(5):1155–71. doi: 10.12989/scs.2016.20.5.1155.
Lu, Xinzheng, Lei Zhang, Kaiqi Lin, and Yi Li. 2019. “Improvement to Composite Frame Systems for Seismic and Progressive Collapse Resistance.” Engineering Structures 186:227–42. doi: 10.1016/j.engstruct.2019.02.006.
Miranda, Eduardo, and Vitelmo V. Bertero. 1994. “Evaluation of Strength Reduction Factors for Earthquake-Resistant Design.” Earthquake Spectra 10(2):357–79. doi: 10.1193/1.1585778.
Naseri, Reza, and Kiachehr Behfarnia. 2018. “A Numerical Study on the Seismic Behavior of a Composite Shear Wall.” Computers and Concrete 22(3):279–89. doi: 10.12989/cac.2018.22.3.279.
Nasery, Mohammad Manzoor, Metin Hüsem, Fatih Yesevi Okur, and Ahmet Can Altunişik. 2020a. “Damage Effect on Experimental Modal Parameters of Haunch Strengthened Concrete-Encased Composite Column–Beam Connections.” International Journal of Damage Mechanics 29(2):297–334. doi: 10.1177/1056789519843330.
Nasery, Mohammad Manzoor, Metin Hüsem, Fatih Yesevi Okur, and Ahmet Can Altunişik. 2020b. “Numerical and Experimental Investigation on Dy-namic Characteristic Changes of Encased Steel Profile Before and After Cyclic Loading Tests.” International Journal of Civil Engineering 18(12):1411–31. doi: 10.1007/s40999-020-00545-0.
Nasery, Mohammad Manzoor, Metin Hüsem, Fatih Yesevi Okur, Ahmet Can Altunışık, and Mohammad Emran Nasery. 2020. “Model Updating‐based Automated Damage Detection of Concrete‐encased Composite Column‐beam Connections.” Structural Control and Health Monitoring 27(10). doi: 10.1002/stc.2600.
Nethercot, David, and Carolos Vidalis. 2015. “Improving the Resistance to Progressive Collapse of Steel and Composite Moment Frames.” Pp. 1138–49 in Structures Congress 2015. Reston, VA: American Society of Civil Engineers.
Nguyen, Phu-Cuong, and Seung-Eock Kim. 2014. “Nonlinear Inelastic Time-History Analysis of Three-Dimensional Semi-Rigid Steel Frames.” Journal of Constructional Steel Research 101:192–206. doi: 10.1016/j.jcsr.2014.05.009.
Pilarska, Dominika, and Tomasz Maleska. 2021. “Numerical Analysis of Steel Geodesic Dome under Seismic Excitations.” Materials 14(16):4493. doi: 10.3390/ma14164493.
SeismoSoft. 2018. “SeismoStruct: A Computer Software for Static and Dynamic Nonlinear Analysis of Framed Structures.”
Shams, Mohammad, and M. Ala Saadeghvaziri. 1997. “State of the Art of Concrete-Filled Steel Tubular Columns.” ACI Structural Journal 94(5):558–71. doi: 10.14359/505.
Shanmugam, N. E., and B. Lakshmi. 2001. “State of the Art Report on Steel-Concrete Composite Columns.” Journal of Constructional Steel Research 57(10):1041–80. doi: 10.1016/S0143-974X(01)00021-9.
Silva, A., Y. Jiang, L. Macedo, J. M. Castro, R. Monteiro, and N. Silvestre. 2016. “Seismic Performance of Composite Moment-Resisting Frames Achieved with Sustainable CFST Members.” Frontiers of Structural and Civil Engineering 10(3):312–32. doi: 10.1007/s11709-016-0345-y.
Skalomenos, Konstantinos A., George D. Hatzigeorgiou, and Dimitri E. Beskos. 2015. “Seismic Behavior of Composite Steel/Concrete MRFs: Defor-mation Assessment and Behavior Factors.” Bulletin of Earthquake Engineering 13(12):3871–96. doi: 10.1007/s10518-015-9794-2.
TADAS. 2021. “Turkey Acceleration Database and Analysis System (TADAS).” Https://Tadas.Afad.Gov.Tr/Map.
TBEC. 2018. “Turkish Building Earthquake Code 2019.” Resmi Gazete, No: 30364 (Mükerrer).
TS-498. 2007. “Yapı Elemanlarının Boyutlandırılmasında Alınacak Yüklerin Hesap Değerleri.” Türk Standartları Enstitüsü.
Tsai, K. C., J. W. Lai, C. H. Chen, B. C. Hsiao, Y. T. Weng, and M. L. Lin. 2004. “Pseudo Dynamic Tests of a Full Scale CFT/BRB Composite Frame.” Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future 1241–50. doi: 10.1061/40700(2004)131.
Turkey Disaster and Emergency Management Presidency. 2020. “Turkey Earthquake Hazard Maps.” Https://Tdth.Afad.Gov.Tr/. Retrieved (https://tdth.afad.gov.tr/).
Vamvatsikos, Dimitrios. 2005. “Seismic Performance, Capacity and Reliability of Structures as Seen Through Incremental Dynamic Analysis.”
Vamvatsikos, Dimitrios. 2015. “Incremental Dynamic Analysis.” Encyclopedia of Earthquake Engineering 1165–71. doi: 10.1007/978-3-642-35344-4_136.
Vamvatsikos, Dimitrios, and C. Allin Cornell. 2002. “Incremental Dynamic Analysis.” Earthquake Engineering and Structural Dynamics 31(3):491–514. doi: 10.1002/eqe.141.
Vatansever, Cüneyt, and Yunus Emre Şimşek. 2021. “Design and Nonlinear Time History Analysis of a Multi-Story Building with Concrete Filled Compo-site Columns and Steel Beams.” Pamukkale University Journal of Engineering Sciences 27(3):264–73. doi: 10.5505/pajes.2020.91043.
Whittaker, Andrew, Gary Hart, and Christopher Rojahn. 1999. “Seismic Response Modification Factors.” Journal of Structural Engineering 125(4):438–44.
Xiao, Y., B. S. Choo, and D. A. Nethercot. 1996. “Composite Connections in Steel and Concrete. Part 2 — Moment Capacity of End Plate Beam to Col-umn Connections.” Journal of Constructional Steel Research 37(1):63–90. doi: 10.1016/0143-974X(95)00015-N.
Yang, Il-Seung, Deuckhang Lee, Hyunjin Ju, Se-Jung Lee, and Jae-Yuel Oh. 2022. “Steel-Concrete Composite Beam-Column Connections Utilizing Pre-fabricated Permanent Steel Form.” Journal of Building Engineering 46:103836. doi: 10.1016/j.jobe.2021.103836.
Zona, Alessandro, Michele Barbato, and Joel P. Conte. 2008. “Nonlinear Seismic Response Analysis of Steel–Concrete Composite Frames.” Journal of Structural Engineering 134(6):986–97. doi: 10.1061/(ASCE)0733-9445(2008)134:6(986).
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