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Performance based design approach for multi-storey concentrically braced steel frames
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 Title & Authors
Performance based design approach for multi-storey concentrically braced steel frames
Salawdeh, Suhaib; Goggins, Jamie;
In this paper, a Performance Based Design (PBD) approach is validated for multi-storey concentrically braced frame (CBF) systems. Direct Displacement Based Design (DDBD) procedure is used and validated by designing 4- and 12-storey CBF buildings. Nonlinear time history analysis (NLTHA) is used to check the performance of the design methodology by employing different accelerograms having displacement spectra matching the design displacement spectrum. Displacements and drifts obtained from NLTHA are found to fall within the design displacement limits used in the DDBD procedure. In NLTHA, both tension and compression members are found to be resisting the base shear, , not only the tension members as assumed in the design methodology and suggested by Eurocode 8. This is the reason that the total in NLTHA is found to be greater than the design shear forces. Furthermore, it is found that the average of the maximum ductility values recorded from the time history analyses for the 4-and 12-storey buildings are close to the design ductility obtained from the DDBD methodology and ductility expressions established by several researchers. Moreover, the DDBD is compared to the Forced Based Design (FBD) methodology for CBFs. The comparison is carried out by designing 4 and 12-storey CBF buildings using both DDBD and FBD methodologies. The performance for both methodologies is verified using NLTHA. It is found that the from FBD is larger than obtained from DDBD. This leads to the use of larger sections for the structure designed by FBD to resist the lateral forces.
codified approach;concentrically braced frames;design methodology;direct displacement based design;steel;
 Cited by
Shake Table Testing of Concentrically Braced Steel Structures With Realistic Connection Details Subjected to Earthquakes, Structures, 2018, 13, 102  crossref(new windwow)
Recommendations for numerical modelling of concentrically braced steel frames with gusset plate connections subjected to earthquake ground motion, Journal of Structural Integrity and Maintenance, 2017, 2, 3, 168  crossref(new windwow)
Besevic, M. (2012),"Experimental investigation of residual stresses in cold formed steel sections", Steel Compos. Struct., Int. J., 12(6), 465-489. DOI: 10.12989/scs.2012.12.6.465 crossref(new window)

Calvi, G.M. and Sullivan, T.J. (2009), A Model Code for the Displacement-based Seismic Design of Structures, IUSS Press, Pavia, Italy.

CEN (1998), Eurocode 8: Design of structures for earthquake resistance-Part 1: General rules, seismic actions and rules for buildings; EN 1998.

CEN (2004a), Eurocode 1: General actions-Part 1-1: Densities, self-weight, imposed loads for buildings; EN 1991-1-1.

CEN (2004b), Eurocode 8: Design of structures for earthquake resistance-Part 1: General rules, seismic actions and rules for buildings; EN 1998-1:2004/AC: 2009.

CEN (2005), Eurocode 3: Design of steel structures-Part 1-1: General rules and rules for buildings; EN 1993-1-1:2005/AC:2009.

Della Corte, G. and Mazzolani, F.M. (2008), "Theoretical developments and numerical verification of a displacement-based design procedure for steel braced structures", Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, October.

Della Corte, G., Landolfo, R. and Mazzolani, F.M. (2010), "Displacement-based seismic design of braced steel structures", Steel Construction, 3(3), 134-139. DOI: 10.1002/stco.201010019 crossref(new window)

Elghazouli, A.Y., Broderick, B.M., Goggins, J., Mouzakis, H., Carydis, P., Bouwkamp, J. and Plumier, A. (2005), "Shake table testing of tubular steel bracing members", Proceedings of the Institution of Civil Engineers-Structures and Buildings, 158(4), 229-241. crossref(new window)

Filippou, F.C. and Fenves, G.L. (2004), Methods of analysis for earthquake-resistant structures, (Chapter 6: Earthquake Engineering), From Engineering Seismology to Performance-Based Engineering.

Goggins, J. (2004), Earthquake Resistant Hollow and Filled Steel Braces, Doctoral Dissertation, Ph.D. Thesis; Trinity College, University of Dublin, Dublin, Ireland.

Goggins, J. and Salawdeh, S. (2012), "Validation of nonlinear time history analysis models for single-storey concentrically braced frames using full-scale shake table tests", Earthq. Eng. Struct. Dyn., 42(8), 1151-1170. DOI: 10.1002/eqe.2264 crossref(new window)

Hu, J.W. (2014), "Seismic analysis and evaluation of several recentering braced frame structures", Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science, 228(5), 781-798. DOI: 10.1177/0954406213490600 crossref(new window)

McKenna, F., Fenves, G.L. and Scott, M.H. (2000), Object oriented program, OpenSees; Open system for earthquake engineering simulation. Retrieved from

Medhekar, M.S. and Kennedy, D.J.L. (2000a), "Displacement-based seismic design of buildings-application", Engineering Structures, 22(3), 210-221. DOI: 10.1016/s0141-0296(98)00093-5 crossref(new window)

Medhekar, M.S. and Kennedy, D.J.L. (2000b), "Displacement-based seismic design of buildings-theory", Engineering Structures, 22(3), 201-209. DOI: 10.1016/s0141-0296(98)00092-3 crossref(new window)

Moghaddam, H. and Hajirasouliha, I. (2006), "An investigation on the accuracy of pushover analysis for estimating the seismic deformation of braced steel frames", J. Construct. Steel Res., 62(4), 343-351. DOI: 10.1016/j.jcsr.2005.07.009 crossref(new window)

Nascimbene, R., Rassati, G.A. and Wijesundara, K.K. (2012), "Numerical simulation of gusset plate connections with rectangular hollow section shape brace under quasi-static cyclic loading", J. Construct. Steel Res., 70, 177-189. DOI: crossref(new window)

Nip, K.H., Gardner, L., Davies, C.M. and Elghazouli, A.Y. (2010a), "Extremely low cycle fatigue tests on structural carbon steel and stainless steel", J. Construct. Steel Res., 66(1), 96-110. DOI: 10.1016/j.jcsr.2009.08.004 crossref(new window)

Nip, K.H., Gardner, L. and Elghazouli, A.Y. (2010b), "Cyclic testing and numerical modelling of carbon steel and stainless steel tubular bracing members", Eng. Struct., 32(2), 424-441. crossref(new window)

Pennucci, D., Sullivan, T.J. and Calvi, G.M. (2011), "Displacement reduction factors for the design of medium and long period structures", J. Earthq. Eng, 15(sup1), 1-29. DOI: 10.1080/13632469.2011.562073 crossref(new window)

Priestley, M.J.N., Calvi, G.M. and Kowalsky, M.J. (2007), Displacement-Based Seismic Design of Structures, IUSS Press, Pavia, Italy.

Salawdeh, S. (2012), Seismic Design of Concentrically Braced Frames, Ph.D., National University of Ireland, Galway, Ireland.

Salawdeh, S. and Goggins, J. (2013), "Numerical simulation for steel brace members incorporating a fatigue model", Eng. Struct., 46, 332-349. DOI: 10.1016/j.engstruct.2012.07.036 crossref(new window)

SAP2000 (2002), A General Structural Analysis Program, Computers and Structures, Inc., University of California, Berkeley, CA, USA.

SeismoSoft (2007), SeismoStruct-A computer program for static and dynamic analysis for framed structures. Available from URL:

Tremblay, R. (2002), "Inelastic seismic response of steel bracing members", J. Construct. Steel Res., 58(5-8), 665-701. crossref(new window)

Uriz, P., Filippou, F. and Mahin, S. (2008), "Model for cyclic inelastic buckling of steel braces", J. Struct. Eng., 134(4), 619-628. DOI: 10.1061/(ASCE)0733-9445(2008)134:4(619) crossref(new window)

Wijesundara, K.K. (2009), Design of Concentrically Braced Steel Frames with RHS Shape Braces, Ph.D. Thesis; ROSE School, IUSS Pavia, Italy, 345 p.

Wijesundara, K.K., Bolognini, D., Nascimbene, R. and Calvi, G.M. (2009), "Review of design parameters of concentrically braced frames with RHS shape braces", J. Earthq. Eng., 13(sup1), 109-131. DOI: 10.1080/13632460902813331 crossref(new window)

Wijesundara, K.K., Nascimbene, R. and Sullivan, T.J. (2011), "Equivalent viscous damping for steel concentrically braced frame structure", Bull. Earthq. Eng., 9(5), 1535-1558. DOI: 10.1007/s10518-011-9272-4 crossref(new window)

Wijesundara, K.K., Nascimbene, R. and Rassati, G.A. (2014), "Modeling of different bracing configurations in multi-storey concentrically braced frames using a fiber-beam based approach", J. Construct. Steel Res., 101, 426-436. DOI: crossref(new window)

Yoo, J.-H., Lehman, D.E. and Roeder, C.W. (2008), "Influence of connection design parameters on the seismic performance of braced frames", J. Construct. Steel Res., 64(6), 607-623. DOI: crossref(new window)