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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 Bonilla, Luciano M. Bezerra, Rafael Larrúa, Carlos Recarey, Enrique Mirambell
Pág. Page 53 - 68
In this work, the behaviour of stud shear connectors in composite structures is studied, starting from the via numeric simulation of the push out test in a steel beam ? with solid concrete slab concrete section is studied. The study considers material no...
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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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Nereyda Pupo, Carlos Recarey
Se presenta de una forma ilustrada la aplicación del método de distribución de fuerzas horizontales: Método PPG modificado en un edificio de seis niveles cuyos rigidizadores laterales están integrados por tímpanos y pórticos distribuidos en planta de for...
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Nereyda Pupo, Carlos Recarey
Se presenta de forma ordenada el desarrolloteórico de un método de análisiselástico plano para estructuras de edificiostomando en consideración la contribuciónespacial. Esto es, una vez que secalcula la matriz rigidez espacial del sistemaestructural a pa...
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Nereyda Pupo, Carlos Recarey, A Negrín, R Sifontes
Se formula un método de distribución de fuerzas horizontales en edificios; elcual incluye la deformación del entrepiso en combinación con las deformacionesde las estructuras resistentes verticales (pórticos, tímpanos y combinación de ambos, etc.); además...
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