The Institute of Theoretical and Applied Mechanics 6 records found  Search took 0.03 seconds. 
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Experimental tests on the inelastic behavior of RC bridge piers have shown that, due to tension shift effects, the curvature profile above the base section of the structu [...]
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Reinforced concrete (RC) frames subjected to seismic loading often depict localized member-end deformations due to strain penetration effects between adjacent members, su [...]
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A performance-based seismic assessment of unreinforced masonry (URM) buildings requires the use of reliable models, able to predict their nonlinear force-displacement res [...]
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The current work deals with the comparison between the numerical results of two different frame element formulations, namely the classical displacement-based element vers [...]
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The applicability of fully 2D or 3D refined finite element models of reinforced concrete structures subjected to seismic loading is questionable, especially due to their [...]

See also: similar author names
1 Almeida, J.
1 Almeida, J. P.
5 Almeida, Joao
5 Almeida, João
5 Almeida, João P.
1 Almeida, João Pacheco De
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