Premium
Dynamic response analysis of nonlinear secondary oscillators to idealised seismic pulses
Author(s) -
Kasinos Stavros,
Lombardo Mariateresa,
Makris Nicos,
Palmeri Alessandro
Publication year - 2020
Publication title -
earthquake engineering and structural dynamics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.218
H-Index - 127
eISSN - 1096-9845
pISSN - 0098-8847
DOI - 10.1002/eqe.3313
Subject(s) - cascade , nonlinear system , bilinear interpolation , decoupling (probability) , piecewise linear function , response analysis , control theory (sociology) , mathematics , engineering , structural engineering , mathematical analysis , computer science , physics , control engineering , statistics , control (management) , quantum mechanics , chemical engineering , artificial intelligence
Summary The paper deals with the seismic response analysis of nonlinear secondary oscillators. Bilinear, sliding and rocking single‐degree‐of‐freedom dynamic systems are analysed as representative of a wide spectrum of secondary structures and nonstructural components. In the first stage, the equations governing their full dynamic interaction with linear multi‐degree‐of‐freedom primary structures are formulated, and then conveniently simplified using primary‐secondary two‐degree‐of‐freedom systems and dimensionless coefficients. In the second stage, the cascade approximation is applied, whereby the feedback action of the secondary oscillator on the primary structure is neglected. Owing to the piecewise linearity of the secondary systems being considered, efficient semi‐analytical and step‐by‐step numerical solutions are presented. The semi‐analytical solutions allow the direct evaluation of the seismic response under pulse‐type ground excitations and are also used to validate step‐by‐step numerical schemes, which in turn can be used for general‐type seismic excitations. In the third stage, a set of decoupling criteria are proposed for the pulse‐type base excitations, identifying the conditions under which a cascade analysis is admissible from an engineering standpoint. Finally, the influence and relative dependencies between the input parameters of the ground motion and the primary‐secondary assembly are quantified on the response of the secondary systems through nonlinear floor response spectra, and general trends are identified and discussed.