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Examples of sibling frames are discussed.
Results of static tests on full-scale connections for internally braced reinforced concrete frames are discussed.
In this study, the seismic design and performance of composite steel-concrete frames are discussed.
The yield displacement, period–height relationship and hysteretic characteristic of the fully-infilled RC frames are discussed in detail.
In the paper typical values of the minimum collapse intensity and of the fragility parameters of code-conforming frames are discussed.
Global and local performances of the frames are discussed in terms of plastic deformation, inelastic drift ratio, as well as strength demand.
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In addition, the feasibility of the simultaneous construction of corrugated steel plates and frames was discussed.
Capability of ET method in predicting collapse capacity of the studied frames is discussed.
Besides, the influence of P Δ effect on the analytical results of timber frames was discussed in detail.
Seismic responses of the frames were discussed in terms of seismic demand on the columns and braces.
As the first goal, distributed behavioral imitation, which is necessary to fit agents with complicated motion equations in kinematic frames, is discussed.
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CEO of Professional Science Editing for Scientists @ prosciediting.com