Dynamic simulations conducted on shake tables offer an economical means of examining the inelastic response of structures to earthquakes. However, past studies have shown the inability of shake-tables to precisely simulate earthquake records (so-called acceleration tracking performance). While such performance deficiencies are well-documented, their influence on the inelastic response of models has not been directly studied. The objective of the research reported herein is to establish how errors associated with earthquake tracking performance influence inelastic responses, and to identify the key parameters that affect such influences. To satisfy this objective simulated earthquake records (with acceleration tracking errors) were obtained from a unidirectional shake-table and used within a parametric study that had variables of (1) earthquake record (simulated by the Table versus Input), (2) scale, (3) model frequency, (4) degree of nonlinearity. The results indicated that a) the inability of shake tables to replicate the input (desired) signal at small physical scales resulted in error between (simulated versus real) 50 and 65% b) Energy dissipation at the global level obtained thru nonlinear simulations of finite element model replicas of the physical models shows that the shake-table simulated is notlinearly proportional to the real signal. The inelastic response is affected by: physical scale, structure height and degree of non-linearity.
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Title
Shake table acceleration tracking performance impact on dynamic similitude
Creators
Miguel Angelo Cadete Andrade Mota - DU
Contributors
Franklin L. Moon (Advisor) - Drexel University (1970-)
Ahmet Emin Aktan (Advisor) - Drexel University (1970-)
Awarding Institution
Drexel University
Degree Awarded
Doctor of Philosophy (Ph.D.)
Publisher
Drexel University; Philadelphia, Pennsylvania
Resource Type
Dissertation
Language
English
Academic Unit
College of Engineering (1970-2026); Drexel University