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Open image in new window Fig. 6 Distribution of story displacement over the height resulted from different LPs along with the mean value of NTHA, inter-story ductility demand of 2, 3, 4 and 5. Fig. 6 shows that different LPs provide an appropriate estimation of the roof displacement over the height of the models.
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About eight months ago, for instance, a customer said that she could not determine the size of a handbag from the photographs on the site because she could not tell the height of the model who was holding it.
The floor height of the model frame was 1100 mm.
The resonant frequency, stiffness and levitation height of the model were discussed.
The Reynolds number based on the inlet velocity and the height of the model is 22 615.
H is the height of the model, its initial value is 14.8 nm and it would change in impact process.
The height of the model corresponds to the height of the measured temperature profile obtained in GPK2, see, e.g. [Pribnow and Schellschmidt (2000]).
The ductility factors were relatively uniform regardless of the height of the model structures and the length of the staggered walls with average value of 2.34.
The seismic responses including the acceleration and displacement placed at different height of the model as well as the strain gathered at the members were discussed.
The story height of the model structure is 3.5 m, and the design dead and live loads are 5.9 and 2.45 kN/m2, respectively.
The distribution of strains, important from the viewpoint of bearing capacity of the sheared zones, at the height of the model beam, which was the subject of author's research, has been developed.
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CEO of Professional Science Editing for Scientists @ prosciediting.com