Abstract
In this investigation, the seismic torsional response of a multi-storey concentrically braced frame (CBF) plan irregular structure is evaluated numerically and experimentally through a series of hybrid tests. CBF structures have become popular in seismic design because they are one of the most efficient types of steel structures to resist earthquake loading. However, their response under plan irregular conditions has received little focus mostly in part due to their complex behaviour under seismic loading conditions. The majority of research on the seismic response of plan irregular structures is based purely on numerical investigations. This paper provides much needed experimental investigation of the seismic response of a CBF plan irregular structure with the aim of characterising the response of this class of structure. The effectiveness of the Eurocode 8 torsional effects provision as a method of designing for low levels of mass eccentricity is evaluated. Results indicate that some of the observations made by purely numerical models are valid in that; torsionally stiff structures perform well and the stiff side of the structure is subjected to a greater ductility demand compared to the flexible side of the structure. The Eurocode 8 torsional effects provision is shown to be adequate in terms of ductility and interstorey drift however the structure performs poorly in terms of floor rotation. Importantly, stiffness eccentricity occurs when the provision is applied to the structure when no mass eccentricity exists and results in a significant increase in floor rotations.
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Aziminejad A, Moghadam AS (2009) Performance of asymmetric multistory shear buildings with different strength distributions. J Appl Sci 9(6):1082–1089
Blakeborough A, Merriman PA, Williams MS (1997) The Northridge, California earthquake of 17 January 1994: a field report by EEFIT. Earthquake Engineering Field Investigation Team, London
Broderick BM (1994) Seismic testing, analysis and design of composite frames. Dissertation, University of London
CEN (2004) Eurocode 8: design of structures for earthquake resistance—Part 1: general rules, seismic actions and rules for buildings. BS EN 1998-1:2004. BSi, United Kingdom
CEN (2005) Eurocode 3: design of steel structures—Part 1-1: general rules and rules for buildings. BS EN 1993-1-1:2005. BSi, United Kingdom
Chandler AM, Duan XN (1997) Performance of asymmetric code-designed buildings for serviceability and ultimate limit states. Earthq Eng Struct Dyn 26(7):717–735
Chopra AK, Goel RK (2003) A modal pushover analysis procedure to estimate seismic demands for unsymmetric plan buildings: theory and preliminary evaluation. Earthquake Engineering Research Center, University of California, Berkeley
De Stefano M, Pintucchi B (2008) A review of research on seismic behaviour of irregular building structures since 2002. Bull Earthq Eng 6(2):285–308
De Stefano M, Marino E, Rossi P (2006) Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings. Bull Earthq Eng 4(1):23–42
Dicleli M, Calik EE (2008) Physical theory hysteretic model for steel braces. J Struct Eng ASCE 134(7):1215–1228
Duan XN, Chandler AM (1993) Inelastic seismic response of code-designed multistorey frame buildings with regular asymmetry. Earthq Eng Struct Dyn 22(5):431–445
Elghazouli AY (2003) Seismic design procedures for concentrically braced frames. Proc Inst Civil Eng Struct Build 156:381–394
Erduran E, Ryan KL (2011) Effects of torsion on the peripheral steel-braced frame systems. Earthq Eng Struct Dyn 40:491–507
Fajfar P, Marusic D, Perus I (2005) Torsional effects in the pushover-based seismic analysis of buildings. J Earthq Eng 9(6):831–854
Fernandez-Davila VI, Cruz EF (2006) Parametric study on the non-linear seismic response of three-dimensional building models. Eng Struct 28:756–770
Ghersi A, Rossi PP (2001) Influence of bi-directional ground motions on the inelastic response of one-storey in-plan irregular systems. Eng Struct 23(6):579–591
Giordano A, Guadagnuolo M, Faella G (2008) Pushover analysis of plan irregular masonry building. In: 14th World conference on earthquake engineering, Beijing, China
Goel RK (1997) Seismic response of asymmetric systems: energy-based approach. J Struct Eng ASCE 123(11):1444–1453
Haj Seiyed Taghia SA, Moghadam AS, Ghafory Ashtiany M (2012) Seismic performance of torsionally stiff and flexible multi-story concentrically steel braced buildings. Struct Des Tall Special Build (published online) doi:10.1002/tal.1031
Hakuno M, Shidawara M, Hara T (1969) Dynamic destructive test of a cantilever beam controlled by an analog-computer. Trans Jpn Soc Civ Eng 171:1–9
Karavasilis TL, Bazeos N, Beskos DE (2008) Seismic response of plane steel MRF with setbacks: estimation of inelastic deformation demands. J Constr Steel Res 64(6):644–654
Marusic D, Fajfar P (2005) On the inelastic seismic response of asymmetric buildings under bi-axial excitation. Earthq Eng Struct Dyn 34(8):943–963
McCrum D (2012) Seismic analysis of braced plan irregular structures using hybrid testing and numerical modelling. Dissertation, University of Dublin, Trinity College
McCrum DP, Broderick BM (2013) Evaluation of a substructured soft-real time hybrid test for performing seismic analysis of complex structural systems. J Comput Struct. doi: 10.1016/j.compstruc.2013.02.009
McKenna F, Fenves GL, Scott MH (2000) Open system for earthquake engineering simulation. University of California, Berkeley
Moghadam AS, Tso WK (1996) Seismic response of regular asymmetrical RC ductile frame buildings. In: Ramasco R, Rutenberg A (eds) Proceedings of the European workshop on the seismic behaviour of asymmetric and set-back structures. Capri-Naples, Italy, pp 37–57
Moghadam AS, Tso WK (2000) Extension of eurocode 8 torsional provisions to multi-storey buildings. J Earthq Eng 4(1):25–41
PEER (2000) Pacific Earthquake Engineering Research Center. Regents of the University of California
Pinto A, Taucer F, Dimova S (2007) Pre-normative research needs to achieve improved design guidelines for seismic protection in the EU. EUR 22858 EN. JRC Scientific and Technical Reports
Rosenbleuth E, Meli R (1986) The 1985 earthquake: causes and effects in Mexico City. Concret Int 23–34
Schellenberg A, Kim HK, Takahashi Y, Fenves GL, Mahin SA (2009) OpenFresco. University of California, Berkeley
Shing PB, Mahin SA (1984) Pseudodynamic test method for seismic performance evaluation: theory and implementation. Report UCB/EERC-84/01. Earthquake Engineering Research Center, University of California, Berkeley
Stathopoulos KG, Anagnostopoulos SA (2003) Inelastic earthquake response of single-story asymmetric buildings: an assessment of simplified shear-beam models. Earthq Eng Struct Dyn 32(12):1813–1831
Stathopoulos KG, Anagnostopoulos SA (2005) Inelastic torsion of multistorey buildings under earthquake excitations. Earthq Eng Struct Dyn 34(12):1449–1465
Takanashi K, Udagawa K, Seki M, Okada T, Tanaka H (1975) Non-linear earthquake response analysis of structures by a computer-actuator on-line system (part 1 detail of the system). Transcript of the Architectural Institute of Japan No. 229
Tso WK, Bozorgnia Y (1986) Effective eccentricity for inelastic seismic response of buildings. Earthq Eng Struct Dyn 14(3):413–427
Tso WK, Zhu TJ, Heidebrecht AC (1992) Engineering implication of ground motion A/V ratio. Soil Dyn Earthq Eng 11(3):133–144. doi:10.1016/0267-7261(92)90027-b
Uriz P, Filippou FC, Mahin SA (2008) Model for cyclic inelastic buckling of steel braces. J Struct Eng ASCE 134(4):619–628
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This material is based upon work supported by an Irish Research Council for Science, Engineering and Technology (IRCSET) Postgraduate Scholarship.
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McCrum, D.P., Broderick, B.M. An experimental and numerical investigation into the seismic performance of a multi-storey concentrically braced plan irregular structure. Bull Earthquake Eng 11, 2363–2385 (2013). https://doi.org/10.1007/s10518-013-9470-3
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DOI: https://doi.org/10.1007/s10518-013-9470-3