Structural Analysis. The H2O and CO2 density profiles along the direction perpendicular to the pore surface in C-S-H pores show oscillations, which are typical of fluids in nano-confinement (Figure 3). For C/S = 0.83, the density profiles for both 1-nm and 2-nm pores (Figures 3a and 3d) show that CO2 molecules lie within the first hydration layer of the surface; coexisting with water molecules. The density peak on the left of the surface is attributed to the H2O/CO2 molecules trapped within the channels formed by the silicate chains running along the [010] crystallographic direction. In contrast, for higher C/S ratios (1.5 and 1.75), the CO2 molecules are located far off from the surface with H2O molecules forming a definite hydration layer adjacent to the C-S-H surface. As the pore size increases from 1 to 2 nm, bulk-like density profile for the water molecules is attained above approximately 7 Å from the surface, which is typical of other slit-like mineral nanopores (e.g., Xxxxxxxxxxx et al., 2015). However, there is a noticeable depletion of CO2 concentration near the C-S-H surface, especially at higher C/S ratios, since the surface is becoming relatively more hydrophilic. This observation is consistent with recent simulations results for competitive adsorption of H2O/CO2 mixtures into similar smectite clay interlayers, which also show some CO2 depletion at the surface with a more hydrophilic local environment (Xxxxxxxxxx et a., 2018b). Figure 3: Atomic density profiles of H2O and CO2 mixtures within the nanopores of C-S-H models. a) 1-nm pore at C/S=0.83; b) 1-nm pore at C/S=1.5; c) 1-nm pore at C/S=1.75;
Structural Analysis. As a condition to its approval of the Work described in Section 8(a), within ten (10) days after receipt of the Installation Plans, GoldenState may request that User or User on behalf of UOC provide GoldenState with a Structural Analysis. If GoldenState requires a Structural Analysis, with the request, GoldenState shall notify User of the standards by which the Structural Analysis must be prepared. User or User on behalf of UOC shall provide the Structural Analysis to GoldenState in substantial accordance with GoldenState’s requirements at User’s sole cost and expense. GoldenState must provide its approval or disapproval of the Installation Plans within five (5) Days after receipt of the Structural Analysis.
Structural Analysis. Any expenses necessary to make the Structure or Infrastructure ready for Licensee’s construction of its improvements shall be the responsibility of Licensee. Licensee must obtain and submit to City a structural engineering analysis carried out by a qualified structural engineer showing the Structure, and its foundation, is able to support the proposed Wireless Installation.
Structural Analysis. Prior to making any changes to equipment on the Tower or Structure, Licensee shall cause a structural analysis to be performed and provide a copy of said analysis to County for its review and approval, which may be withheld in County’s reasonable discretion based on structural concerns. Licensee shall modify its plans for changes at the Site based on County review of said analysis.
Structural Analysis. In connection with any Major Change Lessee shall upon the reasonable written request of Lessor conduct at Lessee's sole cost and expense a reasonable structural analyses and wind load analyses of the Tower which includes any existing loads and the load of Lessee's antennas, cabling and appurtenances. Lessor shall promptly provide Lessee with any structural analyses and wind load analyses, any foundation designs and structure designs in Lessor's possession which may have been previously prepared and furnished to Lessor with respect to the Tower; provided, however, that such analyses shall be furnished without any warranties whatsoever as to their accuracy or applicability to the analyses required of Lessee pursuant to this subparagraph 2(a).
Structural Analysis. 5.2.2.5 Shelter Drawings (by the provider of the shelter).
Structural Analysis. An analysis of the satellite structure shall be performed in which all major structural elements are modeled and margin of safety determined.
Structural Analysis. If there is a Master Lease Agreement (defined below) in place for a proposed Collocation Site, which requires Company to have a structural analysis performed by landlord, or by a landlord designated party, Contractor will coordinate the performance of the structural analysis with the landlord. If this is not the case, Contractor will perform a structural analysis to determine if the tower and foundation are sufficient for the proposed loading, as set forth in Section 4.1, below. EXHIBIT C – SITE DEVELOPMENT SCOPE OF WORK TERRESTAR NETWORKS PROPRIETARY & CONFIDENTIAL
Structural Analysis. If there is an MLA in place for a proposed collocation site, which requires Company to have a structural analysis performed by landlord, or by a landlord designated party, Contractor shall coordinate the performance of the structural analysis with landlord. If this is not the case, Contractor shall perform a structural analysis to determine if the tower and foundation are sufficient for the proposed loading.
Structural Analysis. Structural analysis tools use the model to analyze the building’s structural properties. Structural analysis programs typically use the finite element method (FEM) to measure the stresses on all structural elements of the design. For structural analysis to work seamlessly, the original structural modeling tool needs to be compatible with the structural analysis tool, and the original structural model property data must include information about the structural elements.
