Habitations de Pecheurs sur la Cote de Valence [Material gráfico]

Resumen: Descripción: vista de grupo pescadores en la costa

Vista de Valencia tomada del lugar de Burjasot [Material gráfico] =Vue de Valence prise du village de Burjasot = View of Valencia taken from the village of Burjasot

Resumen: Descripción: vista de la ciudad de Valencia desde Burjassot

Varias inscriptiones que se hallan en el Reyno de Valencia [Material gráfico] =Inscriptiones trouvées dans le Royaume de Valence= Various Inscriptions founded in the Kimgdom of Valencia

Datos de publicación tomados de la obra a la que pertenece

Vista de la puerta de Serranos de Valencia [Material gráfico] =Vue de la Porte de Serranos à Valence=View of the Gate of Serranos at Valencia

Datos de publicación tomados de la obra a la que pertenece

Vista de la Alameda, paseo de Valencia [Material gráfico] =Vue de la Alameda de Valence=View of the Alameda, apublic coalk at Valencia

Datos de publicación tomados de la obra a la que pertenece

Vista de Valencia tomada de la entrada de la Alameda [Material gráfico] =Vue de Valence prise de l'entrée de l'Alameda = View of Valencia taken from the entrance of the Valencia

Estampado junto a "Vista de Valencia tomada del camino que conduce al Grao"

Vista de Valencia tomada del camino que conduce al Grao [Material gráfico] = Vue de Valence prise sur le chemin qui conduit au Grao = View of Valencia taken on the road leading to the Grao

Estampado junto a "Vista de Valencia tomada de la entrada de la Alameda"

Plaza del mercado de Valencia [Material gráfico] =Place du marché à Valence=Market-Place at Valencia

Datos de publicación tomados de la obra a la que pertenece

Vista interior de la Lonja de Valencia [Material gráfico] =Vue intérieure de la Bourse de Valence=Interiour view of the Exchange at Valencia

Estampado en la misma hoja con: "Plano de la Lonja de Valencia"

Plan [sic] de la Lonja de Valencia [Material gráfico] =Plan de la Bourse de Valence=Plan of the Exchange at Valencia

Estampado en la misma hoja con: "Vista interior de la Lonja de Valencia"

Plan [sic] y corte de los baños árabes de Valencia [Material gráfico] =Plan et coupe des bains arabes à Valence=Plan and section of the arabians baths at Valencia

Resumen: Descripción: dos interiores, un corte transversal, la planta y el corte transversal de una columna de los Baños Árabes de Valencia

Vista de la entrada de un convento en la Alameda de Valencia [Material gráfico] =Vue de l'entrée d'un couvent sur la Alameda à Valence=View of the entrance of a convent upon the Alameda at Valencia

Datos de publicación tomados de la obra a la que pertenece

Design of Reinforcement in Concrete Shells: a unified Approach

The problem of design/verification of reinforcement in concrete shells is reviewed. Methods of analysis are classified, and the elastic-plastic approach is described in detail in the general case of shells subjected to both bending and membrane action. The procedure is then reduced to membrane shells (applicable also to concrete walls) and to pure bending, as in the case of plates. The procedure, which is based on previous research,generally requires the use of a desk-top computer.

Dynamic analysis of translational shells

In this paper a dynamic analysis of transnational shells is presented. The general linear shell theory is used in conjunction with additional shallow and curved plate approximations. In order to apply some type of extended Levy solution, the shell is assumed to be limited by a rectangular plan form, with two opposite edges simply supported (gable boundary conditions). First, the shells free vibrations are studied in the usual way, obtaining for each Fourier term the natural frequencies as solutions of a transcendental equation. However, solving these equations arises enormous computational difficulties. This paper deals specifically with this problem, trying to reduce its dimension by a discretization procedure. In the shell dynamic characteristics, namely the mass. The shell mass is lumped along a family of coordinate lines. Therefore, the natural frequencies for each harmonic term can be found from the solution of a typical matrix eigenvalues problem and standard numerical techniques can be applied. The shell response to forced vibrations, particularly to earthquake excitation, can be determined by using conventional procedure either in the time or in the frequency domain. Finally, extending the above procedure, any system of translational shells under dynamic loading can be studied. Then, by using matrix methods, a general computer program is written and applied to some illustrative examples. Numerical results has been obtained in two cases: circular cylindrical shell and box girder bridge.

Costumes de Valence ; Beauvais ; Gruyer [Material gráfico]

Inscripción en parte sup.: "France Militaire". En la parte inferior: "T. 4"