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Félix Michael Hernández López, Eduardo Tejeda Piusseaut, Edwin Alexander Rodríguez Veliz, Carlos Alexander Recarey Morfa
Pág. 5 - 18
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Jorge Douglas Bonilla Rocha, Luciano M. Bezerra, Rafael Larrúa Quevedo, Carlos Alexander Recarey Morfa, Enrique Mirambell Arrizabalaga
Pág. 45 - 52
This work presents an FE study concerning the prediction of the shearresistance of headed stud connectors in composite beams with profiledsteel sheeting subjected to static load. To confirm the FE simulation forthe determination of the shear resistance o...
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José Armando Chávez Hernández, Jorge Luis Broche Lorenzo, Carlos A. Recarey Morfa., Fernando Sánchez García, Miguel Angel Maestre Mesa, Noel Pérez Martínez
Pág. Page 19 - 33
Exactly in the same spot where the Villa of San Cristóbal of Havana was founded, a monument that looks like a petty temple from Ancient Greece rises: the Templete. This important building of the city has been suffering structural lesions not very common ...
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Nereyda Pupo Sintras, Carlos A. Recarey Morfa
Pág. Page 95 - 120
Presented of illustrated form the application of the method of distribution of orizontal:PPG modified. The method is applied at a building of six levels, whose lateral stabilizers are integrated for shear walls and frames distributed in plant of asymmet...
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Melchor López Ávila, Rafael Larrúa Quevedo, Carlos Recarey Morfa
Pág. Page 95 - 113
Using finite elements method a numerically pull out test is reproduced that usually is performed in composite slabs with steel deck to estimate slip resistance due to longitudinal shear forces between steel deck and concrete block surfaces. Has been assu...
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Melchor López Ávila, Rafael Larrúa Quevedo, Carlos Recarey Morfa
Pág. Page 145 - 156
A summary is presented with the main historical background in the analysis of the composite slabs with steel sheets subjected to flexion, as well as of the main methods of design, instrumentation and tests accepted by different International Standards. T...
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