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But it's probably the weakest section in terms of rigidity.
The last theorem below summarizes all retraction results in this section in terms of resolutions.
In this section we present several theorems which characterize MWP operators, defined in the previous section, in terms of different contractive conditions.
We here demonstrate four applications of our model (described in the "Methods" section) in terms of strategies for harvesting, reforestation (replanting) and afforestation (new planting).
In Section 3, we interpret the solutions we derived in the previous section in terms of the tsunami generation and propagation processes.
The two methods are discussed briefly in this section in terms of the formulation of the LOS/NLOS mixture source localization.
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In this section, we compare the proposed method with the basic exact method described in the second section, in term of speed and correction capabilities.
The resolution of the seismic section in term of quality was further enhanced using post-processing techniques such as seismic data cropping and data smoothening with structural preserving algorithms.
The purpose of this work is to obtain the analytical optimal design of the reinforcement of a T-section, in terms of the ultimate design.
As a case study, the optimization of the shape of a tall building cross-section in terms of both the lift and the drag coefficient is considered.
Consequently, the structural behaviour of lapped sections between cold-formed steel Z sections in terms of strength and stiffness is quantified rationally for general design.
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