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This method takes into account the flexibility of connection between plate and concrete.
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The algorithm accounts for the effect of the flexibility of the connections and the geometric non-linearity of the members.
It is shown that the effective length factors increase by 6 10% because of the flexibility of the connections.
The effects of the flexibility of the connections and the composite action of the slab on the strength, stiffness, and ductility of steel frames must be properly considered in the design.
It was found that it is crucial to account for the flexibility of the connections (hold-downs and angle brackets) between upper and lower walls, since otherwise the vibration periods of the building would be underestimated.
Array of crossed compound parabolic concentrator (CCPC) lenses is selected as secondary concentrator due to high acceptance angle, larger entrance aperture to provide more space for high flexibility of inter-connection among CPV cells, and square exit aperture matching well with commercial CPV cell.
The geometric non-linearity and the flexibility of the shear connection at the steel concrete interface in the tangential direction, as well as in the radial direction, are taken into account in the proposed formulation.
It is foreseen that the geographical coverage and flexibility of cellular mobile connections will make them the dominant technology for connecting things to the Internet [3].
Since the cellular composite material is fabricated via the assemblage of building blocks by mechanical interlocking connections, we utilize the standardized Ramberg-Osgood function for the moment-rotation relation at the ends of adjacent members to enable tuning the appropriate flexibility for connections between two extreme limits of pin-jointed or rigid-jointed connections.
Modal analysis is performed for design purposes to obtain the natural frequency and period of poles with various geometrical characteristics and material lay-up, as well as the effect of connection flexibility.
Panel zones are assigned to joints to model the flexibility of beam-column connections.
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