Study on the Influence of Stiffness of Beam–Column Connections on the Seismic Behavior of Composite Moment Resisting Frames

[1] Elghazouli, A. Y., Castro, J. M., & Izzuddin, B. A. (2008). Seismic performance of composite moment-resisting frames. Engineering Structures, 30(7), 1802–1819. Elghazouli A. Y. Castro J. M. Izzuddin B. A. 2008 Seismic performance of composite moment-resisting frames Engineering Structures 30 7 1802 1819 10.1016/j.engstruct.2007.12.004 Search in Google Scholar

[2] Ahmed, B., & Nethercot, D. A. (1997). Prediction of initial stiffness and available rotation capacity of major axis composite flush endplate connections. Journal of Constructional Steel Research, 41(1), 31–60. Ahmed B. Nethercot D. A. 1997 Prediction of initial stiffness and available rotation capacity of major axis composite flush endplate connections Journal of Constructional Steel Research 41 1 31 60 10.1016/S0143-974X(96)00053-3 Search in Google Scholar

[3] Liew, J. R., Teo, T., Shanmugam, N., & Yu, C. (2000). Testing of steel–concrete composite connections and appraisal of results. Journal of Constructional Steel Research, 56(2), 117–150. Liew J. R. Teo T. Shanmugam N. Yu C. 2000 Testing of steel–concrete composite connections and appraisal of results Journal of Constructional Steel Research 56 2 117 150 10.1016/S0143-974X(99)00099-1 Search in Google Scholar

[4] Da Silva, L. S., Simoes, R. D., & Cruz, P. J. (2001). Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading. Engineering Structures, 23(11), 1383–1409. Da Silva, L. S. Simoes R. D. Cruz P. J. 2001 Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading Engineering Structures 23 11 1383 1409 10.1016/S0141-0296(01)00054-2 Search in Google Scholar

[5] Liew, J. R., Teo, T., & Shanmugam, N. (2004). Composite joints subject to reversal of loading–Part 2: analytical assessments. Journal of Constructional Steel Research, 60(2), 247–268. Liew J. R. Teo T. Shanmugam N. 2004 Composite joints subject to reversal of loading–Part 2: analytical assessments Journal of Constructional Steel Research 60 2 247 268 10.1016/j.jcsr.2003.08.011 Search in Google Scholar

[6] Liew, J. R., Teo, T., & Shanmugam, N. (2004). Composite joints subject to reversal of loading–Part 1: experimental study. Journal of Constructional Steel Research, 60(2), 221–246. Liew J. R. Teo T. Shanmugam N. 2004 Composite joints subject to reversal of loading–Part 1: experimental study Journal of Constructional Steel Research 60 2 221 246 10.1016/j.jcsr.2003.08.010 Search in Google Scholar

[7] Fu, F., & Lam, D. (2006). Experimental study on semi-rigid composite joints with steel beams and precast hollowcore slabs. Journal of Constructional Steel Research, 62(8), 771–782. Fu F. Lam D. 2006 Experimental study on semi-rigid composite joints with steel beams and precast hollowcore slabs Journal of Constructional Steel Research 62 8 771 782 10.1016/j.jcsr.2005.11.013 Search in Google Scholar

[8] Vasdravellis, G., Valente, M., & Castiglioni, C. A. (2009). Dynamic response of composite frames with different shear connection degree. Journal of Constructional Steel Research, 65(10-11), 2050–2061. Vasdravellis G. Valente M. Castiglioni C. A. 2009 Dynamic response of composite frames with different shear connection degree Journal of Constructional Steel Research 651011 2050 2061 10.1016/j.jcsr.2009.05.001 Search in Google Scholar

[9] Piluso, V., Rizzano, G., & Tolone, I. (2012). An advanced mechanical model for composite connections under hogging/sagging moments. Journal of Constructional Steel Research, 72(35–50). Piluso V. Rizzano G. Tolone I. 2012 An advanced mechanical model for composite connections under hogging/sagging moments Journal of Constructional Steel Research 72355010.1016/j.jcsr.2011.10.001 Search in Google Scholar

[10] Barcewicz, W., & Gizejowski, M. A. (2013). Experimental tests of composite joints subjected to hogging and sagging bending moments. Paper presented at the: Proceedings of International Conference on Composite Construction in Steel and Concrete VII, North Queensland, Australia. Barcewicz W. Gizejowski M. A. 2013 Experimental tests of composite joints subjected to hogging and sagging bending moments Paper presented at the: Proceedings of International Conference on Composite Construction in Steel and Concrete VII, North Queensland Australia 10.1061/9780784479735.028 Search in Google Scholar

[11] Thai, H. T., Vo, T. P., Nguyen, T. K., & Pham, C. H. (2017). Explicit simulation of bolted endplate composite beam-to-CFST column connections. Thin-Walled Structures, 119(749–759). Thai H. T. Vo T. P. Nguyen T. K. Pham C. H. 2017 Explicit simulation of bolted endplate composite beam-to-CFST column connections Thin-Walled Structures 119749 75910.1016/j.tws.2017.07.013 Search in Google Scholar

[12] Aksoylar, N. D., Elnashai, A. S., & Mahmoud, H. (2011). The design and seismic performance of low-rise long-span frames with semi-rigid connections. Journal of Constructional Steel Research 67(1), 114–126. Aksoylar N. D. Elnashai A. S. Mahmoud H. 2011 The design and seismic performance of low-rise long-span frames with semi-rigid connections Journal of Constructional Steel Research 67 1 114 126 10.1016/j.jcsr.2010.07.001 Search in Google Scholar

[13] Sekulovic, M., & Nefovska-Danilovic, M. (2008). Contribution to transient analysis of inelastic steel frames with semi-rigid connections. Engineering Structures, 30(4), 976–989. Sekulovic M. Nefovska-Danilovic M. 2008 Contribution to transient analysis of inelastic steel frames with semi-rigid connections Engineering Structures 30 4 976 989 10.1016/j.engstruct.2007.06.004 Search in Google Scholar

[14] Vellasco, P. D. S., De Andrade, S., Da Silva, J., De Lima, L., & Brito Jr, O. (2006). A parametric analysis of steel and composite portal frames with semi-rigid connections. Engineering Structures, 28(4), 543–556. Vellasco P. D. S. De Andrade S. Da Silva J. De Lima L. Brito Jr, O. 2006 A parametric analysis of steel and composite portal frames with semi-rigid connections Engineering Structures 28 4 543 556 10.1016/j.engstruct.2005.09.010 Search in Google Scholar

[15] Louzai, A., & Abed, A. (2015). Evaluation of the seismic behavior factor of reinforced concrete frame structures based on comparative analysis between non-linear static pushover and incremental dynamic analyses. Bulletin of Earthquake Engineering, 13(6), 1773–1793. Louzai A. Abed A. 2015 Evaluation of the seismic behavior factor of reinforced concrete frame structures based on comparative analysis between non-linear static pushover and incremental dynamic analyses Bulletin of Earthquake Engineering 13 6 1773 1793 10.1007/s10518-014-9689-7 Search in Google Scholar

[16] Eurocode 4. (2001) Structural Steelwork Eurocodes Development of a Trans-National Approach. Eurocode 4 2001 Structural Steelwork Eurocodes Development of a Trans-National Approach Search in Google Scholar

[17] l’Urbanisme, M. d. l. H. e. d. (2003). Règles Parasismiques Algériennes RPA 99/Version 2003 (Algerian Seismic Rules RPA 99 / Version 2003). In M. d. l. H. e. d. l’Urbanisme (Ed.), (Edition CGS ed.). l’Urbanisme M. d. l. H. e. d. 2003 Règles Parasismiques Algériennes RPA 99/Version 2003 (Algerian Seismic Rules RPA 99 / Version 2003). In l’Urbanisme M. d. l. H. e. d. (Ed.), (Edition CGS ed.) Search in Google Scholar

[18] Applied Technology Council, ATC-19 (1995) Structural response modification factors, Redwood City, California. Applied Technology Council, ATC-19 1995 Structural response modification factors Redwood City, California Search in Google Scholar

[19] Titoum, M., Tehami, M., & Achour, B. (2009). Effects of partial shear connection on the behavior of semi-continuous composite beams. International Journal of Steel Structures, 9(4), 301–313. Titoum M. Tehami M. Achour B. 2009 Effects of partial shear connection on the behavior of semi-continuous composite beams International Journal of Steel Structures 9 4 301 313 10.1007/BF03249504 Search in Google Scholar

[20] (AFNOR), A. F. d. N. (2002). Eurocode 3 «Calcul des structures en acier» et Document d’Application Nationale-Partie 1-1: Règles générales et règles pour les bâtiments (Eurocode 3: Design of steel structures–Part 1-1: General rules and rules for buildings). (AFNOR), A. F. d. N. 2002 Eurocode 3 «Calcul des structures en acier» et Document d’Application Nationale-Partie 1-1: Règles générales et règles pour les bâtiments (Eurocode 3: Design of steel structures–Part 1-1: General rules and rules for buildings) Search in Google Scholar

[21] Rajendran, S., & Kumar, S. (2017). Design of semi-rigid steel-concrete composite frames for seismic performance. J Struct Eng (SERC, Madras) 44 (136–147). Rajendran S. Kumar S. 2017 Design of semi-rigid steel-concrete composite frames for seismic performance J Struct Eng (SERC, Madras) 44 136 147 Search in Google Scholar

[22] Anderson, D., Aribert, J. M., Bode, H., & Kronenburger, H. J. (2000). Design rotation capacity of composite joints. Struct. Eng, 78(25–29). Anderson D. Aribert J. M. Bode H. Kronenburger H. J. 2000 Design rotation capacity of composite joints Struct. Eng 7825–29 Search in Google Scholar

[23] Hensman, J., & Nethercot, D. (2001). Numerical study of unbraced composite frames: generation of data to validate use of the wind moment method of design. Journal of Constructional Steel Research, 57(7), 791–809. Hensman J. Nethercot D. 2001 Numerical study of unbraced composite frames: generation of data to validate use of the wind moment method of design Journal of Constructional Steel Research 57 7 791 809 10.1016/S0143-974X(01)00008-6 Search in Google Scholar

[24] Standard, B. (2004). Eurocode 8: design of structures for earthquake resistance. Part I: general rules, seismic actions and rules for buildings. Standard B. 2004 Eurocode 8: design of structures for earthquake resistance Part I: general rules, seismic actions and rules for buildings Search in Google Scholar

[25] Newmark, N. M., & Hall, W. J. (1982). Earthquake spectra and design (C. E. E. R. I. Berkeley Ed. First Edition ed.). Newmark N. M. Hall W. J. 1982 Earthquake spectra and design Berkeley C. E. E. R. I. Ed. First Edition ed. Search in Google Scholar

[26] Mwafy, A., & Elnashai, A. S. (2001). Static pushover versus dynamic collapse analysis of RC buildings. Engineering Structures, 23(5), 407–424. Mwafy A. Elnashai A. S. 2001 Static pushover versus dynamic collapse analysis of RC buildings Engineering Structures 23 5 407 424 10.1016/S0141-0296(00)00068-7 Search in Google Scholar

[27] Monavari, B., & Massumi, A. (2012). Estimating displacement demand in reinforced concrete frames using some failure criteria. International Journal of Advanced Structural Engineering, 4(1), 4. Monavari B. Massumi A. 2012 Estimating displacement demand in reinforced concrete frames using some failure criteria International Journal of Advanced Structural Engineering 4 1 4 10.1186/2008-6695-4-4 Search in Google Scholar

[28] Balendra, T., & Huang, X. (2003). Overstrength and ductility factors for steel frames designed according to BS 5950. Journal of Structural Engineering, 129(8), 1019–1035. Balendra T. Huang X. 2003 Overstrength and ductility factors for steel frames designed according to BS 5950 Journal of Structural Engineering 129 8 1019 1035 10.1061/(ASCE)0733-9445(2003)129:8(1019) Search in Google Scholar

[29] FEMA-356 : Prestandard and commentary for the Seismic rehabilitation of Buildings (2000). FEMA-356 : Prestandard and commentary for the Seismic rehabilitation of Buildings 2000 Search in Google Scholar

[30] SAP2000 (2009) Three dimensional static and dynamic finite element analysis and design of structures V14. Computers and Structures Inc, Berkeley, California. SAP2000 2009 Three dimensional static and dynamic finite element analysis and design of structures V14 Computers and Structures Inc Berkeley, California Search in Google Scholar

[31] Thermou, G., Elnashai, A. S., Plumier, A., & Doneux, C. (2004). Seismic design and performance of composite frames. Journal of Constructional Steel Research, 60(1), 31–57. Thermou G. Elnashai A. S. Plumier A. Doneux C. 2004 Seismic design and performance of composite frames Journal of Constructional Steel Research 60 1 31 57 10.1016/j.jcsr.2003.08.006 Search in Google Scholar