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freedom, the buckling load Eq. (21) is obtained: (21) N x = D ¯ { ∫ 0 1 ∫ 0 1 [ 1 ϕ 2 ( 1 4 + 3 4 E t E s ) H ∂ 4 H ∂ X 4 + 2 H ∂ 4 H ∂ X 2 ∂ Y 2 + ϕ 2 H ∂ 4 H ∂ Y 4 ] ∂ R ∂ Q } b 2 ∫ 0 1 ∫ 0 1 H ∂ 2 H ∂ X 2     ∂ R ∂ Q where Φ is the aspect ratio. The

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] Ali-Toudert F. , Mayer H. Numerical study on the effects of aspect ratio and orientation of an urban street canyon on outdoor thermal comfort in hot and dry climate , Building and Environment , Vol. 41 , No

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Pollack Periodica
Authors: Mykola Sysyn, Vitalii Kovalchuk, Ulf Gerber, Olga Nabochenko, and Andriy Pentsak

B. , Martin , U. , Rapp S. Vibration characteristic analysis of ballast with different aspect ratios by means of the discrete element method , Fourth Geo-China International Conference , Shandong, China , 25 - 27 July

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size of 20 mm across the member length as shown in Fig. 2 . The maximum aspect ratio of the elements was equal to 4. Fig. 2. Numerical model used in this study The loads are modeled by applying distributed forces (by means of nodal forces) on the

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. Figure 3. FTIR spectra of (a) Fe 3 O 4 and (b) Fe 3 O 4 @PPy Effect of Sorbent Amount Fewer amounts of nano-adsorbents, due to their greater aspect ratios

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