992 resultados para PEÑALOZA, ANGEL VICENTE
Resumo:
La h. pleg. con árbol genealógico de la familia Barberá
Resumo:
Sign. : []4
Resumo:
This paper summarizes the research activities focused on the behaviour of concrete and concrete structures subjected to blast loading carried out by the Department of Materials Science of the Technical University of Madrid (PUM). These activities comprise the design and construction of a test bench that allows for testing up to four planar concrete specimens with one single explosion, the study of the performance of different protection concepts for concrete structures and, finally, the development of a numerical model for the simulation of concrete structural elements subjected to blast. Up to date 6 different types of concrete have been studied, from plain normal strength concrete, to high strength concrete, including also fibre reinforced concretes with different types of fibres. The numerical model is based on the Cohesive Crack Model approach, and has been developed for the LSDYNA finite element code through a user programmed subroutine. Despite its simplicity, the model is able to predict the failure patterns of the concrete slabs tested with a high level of accuracy
Resumo:
Según Serrano Morales Agustín Laborda imprimió en Valencia entre 1746 y 1774
Resumo:
Fecha tomada de título
Resumo:
Precede al tit. : "San Antonio de Padua"
Resumo:
Copia digital: Biblioteca valenciana, 2010
Resumo:
Copia digital: Biblioteca valenciana, 2010
Resumo:
Tít. tomado del principio del texto
Resumo:
Análisis de la atenuación del oleaje por un carguero funcionando como dique flotante y aplicación a dos casos de protección portuaria y costera. The effectiveness of a bulk carrier working as a detached floating breakwater to protect a stretch of coast and form salients or tombolos is assessed in this paper. Experiments were conducted in the Madrid CEDEX facilities in a 30 m long, 3 m wide, 1/150 scale flume. The bulk carrier ship is 205 m long, 29 m wide and 18 m in height with a draught of 13 m, and has been subjected to irregular waves with significant heights from 2 m to 4 m and peak periods from 6 s to 12 s at a depth of 15 m, all prototype dimensions. Three probes were placed between the wave paddle and the ship to record incident and reflected waves and four probes were placed between the ship and the coastline to measure the transmitted waves. Transmission, reflection and dissipation coefficients (Ct, Cr, Cd) were calculated to determine wave attenuation. Results show good shelter in the lee of the ship with values of Ct under 0.5 for peak periods from 6 s to 11 s. In addition, forces on the mooring chains were measured showing maximum values of about 2000 tons at a 10 speak period. Finally, two analytical models were used to determine the shoreline’s response to the ship’s protection and to assess the possible forming of salients or tombolos. According to the results, salients - but not tombolos - are formed in all tests.
Resumo:
Sign. : [ ]2, A-F4, G1
Resumo:
Precede al tít.: Jesus, Maria, y Joseph, San Joaquin, y Santa Ana
Resumo:
Precede al tít.: "Jesus, Maria, Joseph y San Felipe Neri"
Resumo:
Capital grab. xil.
Resumo:
El pie de imp. consta en colofón