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This paper describes the results of some basic investigations on the wind-induced dynamic behavior and the resultant load estimation of a single-layer latticed dome with a long span.
This is a monotonically increasing function that relates a global load to a locally resultant load at a specific link l.
Predefined schedule frames with a limited number of timeslots provide capacity π l for each link l, where π l packets per timeslot can be added to a data flow randomly chosen according to a uniform distribution, such that the schedule will be able to handle the resultant load on l.
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From the analysis, the resultant load-deformation behaviour shows flag shaped hysteresis with negligible residual deformation.
The resultant loads on the inclusion and the self-balanced resultant loads on the lateral surface are then decomposed into various types of symmetric and anti-symmetric parts.
The load-balanced part is statically in equilibrium with the resultant loads acting on the inclusion.
The self-balanced part can be represented by the resultant loads on the lateral surface of the plate.
Based on the stress function approach and the Kirchhoff plate theory for linear elastic materials, closed-form in-plane stress, moment and transverse shear force solutions are derived for a plate with a rigid inclusion subjected to various types of resultant loads on the inclusion and various types of resultant loads on the plate lateral surface.
The loading conditions of interest are the resultant loads on the inclusion with respect to the center of the inclusion in a finite or infinite plate and the surface tractions on the lateral surface of a finite or infinite plate.
The resultant load-elongation curve can be divided into four distinct regions according to the structural properties of the ACL.
If the resultant carried load is the same as the offered load, the offered load can be increased, and the next search range will be the upper half of the original one.
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