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Numerical illustrations on linear and nonlinear frames are presented.
Performance of different fenestration technologies including aerogel, vacuum glazing and frames are presented.
Some results of the produced frames are presented in Fig. 2.
The properties of the designed frames are presented in Fig. 11.
Details of a numerical study of the behaviour of a limited range of unbraced composite frames are presented.
The results of a 3-D finite element study of welded unreinforced flange beam-to-column moment connections in steel special moment resisting frames are presented.
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An experimental campaign on joints of x-braced frames is presented.
Particle Swarm method based optimum design algorithm for unbraced steel frames is presented.
In this paper, the optimal seismic retrofit method that uses FRP jackets for shear-critical RC frames is presented.
In this paper a simple and a more sophisticated design procedure to design moment resisting concrete frames, is presented.
In this paper, an ontology-driven decision support system for designing complex railway portal frames is presented and developed.
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CEO of Professional Science Editing for Scientists @ prosciediting.com