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Here, the maximum period of 10 frames considers the time course of shimmering that exhibits a maximum of less than 400 ms (Figs. 2,3).
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The number of previous time frames considered is Nframes.
where C i ′ are the combinations that appear at least once in the 2K + 1 frames considered.
Results indicate that, for the trusses and frames considered, the dynamic behavior can be approximated by continuum modelling approaches for only the lowest few global modes.
Finally, the fabrication time of minimum weight steel building frames, considering different linking groups of design variables, is estimated by the presented function.
PC procedures result in highly predictable structural behavior and economically efficient designs for the class of regular, space frames considered in this paper.
This paper extends previous research by the authors that optimized the use of SMA bars in RC frames considering the horizontal seismic excitation by addressing the effect of the vertical seismic excitation.
These models were then applied under a range of climate change scenarios in 2030 and 2070 time frames, considering projections from the combination of four General Circulation Models and two extreme Representative CO2 Concentration Pathways (RCP 2.6 and 8.5).
Fig. 1 Outcome time frame considered "most important" by respondents.
Particle trajectories are simulated based on a Lagrangian frame considering continuous phase interactions.
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