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The discussion of results addresses the effect of slenderness ratio (H/t) on the behavior of the walls.
The cyclic lateral load behavior of the walls is nearly nonlinear elastic, with only a small amount of energy dissipation per cycle of loading.
According to their test results, slender walls subjected to low in-plane loads show that the in-plane loads made little difference on the behavior of the walls exposed to fire.
Variations in the distribution of the energy dissipated by plastic deformations (hysteretic energy) at the wall bases are related to the good and poor seismic behavior of the walls as observed during the tests.
It is very difficult to calculate and analyze with precision the thermal behavior of the walls of building envelope when coexist various modes of thermal transfer and because of the particularly random climatic phenomena.
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The behavior of the wall jet was investigated.
Long term behavior of the wall resulted in viability of the wall.
The behavior of the wall shear stress is just reversed of the two-fluid models, that we observed in Figure 4 for the plug flow velocity.
It was found that the sequence of load cycle amplitudes at the quasi-static rate does not significantly influence ultimate strength or overall behavior of the wall.
The water content of the various building materials, hygrothermal behavior of the wall structure, condensation risk and mould growth potential were identified to design comfort building environment.
A quasi static cyclic experimental study has been performed in order to investigate the collapse behavior of the wall-plate and surrounding frame.
More suggestions(17)
pattern of the walls
behavior of the surfaces
behavior of the chamber
behavior of the house
behavior of the goats
behavior of the data
behavior of the topologies
behavior of the backbenchers
behavior of the people
behavior of the samples
behavior of the larvae
behavior of the units
behavior of the waves
behavior of the constraints
behavior of the wheelsets
behavior of the CDs
behavior of the membranes
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