Abstract
Conventional inelastic response spectra constructed by using the single-degree-of-freedom (SDOF) systems to represent the relationship of roof translation to base shear are not sufficiently accurate for the estimation of rotational seismic demands of asymmetric-plan structures. This study introduces a method for constructing the response spectra, referred to as T-R response spectra, for inelastic asymmetric-plan structures using the two-degree-of-freedom (2DOF) modal systems. The 2DOF modal system simultaneously simulates two kinds of the modal force-deformation relationships of one-way asymmetric-plan structures. One is the roof translation vs. base shear relationship and the other is the roof rotation vs. base torque relationship. Three tasks have been accomplished in developing the T-R response spectra. First, the key independent elastic 2DOF modal parameters are identified. Second, the relationships between the inelastic 2DOF modal parameters and the strength ratio are established. Third, the ranges of 2DOF modal parameter values have been investigated. Constant-strength T-R response spectra are constructed and presented in the paper.
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References
Applied Technology Council (1996), Seismic evaluation and retrofit of concrete buildings, volumes 1 and 2, Report No. ATC-40, ATC, Redwood City, CA
Chopra AK, Goel RK (2002) A modal pushover analysis procedure for estimating seismic demands for buildings. Earthq Eng Struct Dyn 31:561–582
Lin JL, Tsai KC (2007) Simplified seismic analysis of asymmetric building systems. Earthq Eng Struct Dyn 36:459–479
Lin JL, Tsai KC (2009) Modal parameters for the analysis of inelastic asymmetric-plan structures. Earthq Spectra 25:821–849
Nassar AA, Krawinkler H (1991) Seismic demands for SDOF and MDOF systems. Report No. 95, The John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA
Vidic T, Fajfar P, Fischinger M (1992) A procedure for determining consistent inelastic design spectra. Proceedings of workshop on nonlinear seismic analysis of RC structures, Bled, Slovenia
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Lin, JL., Tsai, KC. (2010). Construction of Response Spectra for Inelastic Asymmetric-Plan Structures. In: Fardis, M. (eds) Advances in Performance-Based Earthquake Engineering. Geotechnical, Geological and Earthquake Engineering, vol 13. Springer, Dordrecht. https://doi.org/10.1007/978-90-481-8746-1_19
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DOI: https://doi.org/10.1007/978-90-481-8746-1_19
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