This bridge has a single span, 60 m in length, and has a maximum rise of 9 m. It is made of reinforced concrete. In this project the authors tested in practice a number of theoretical investigations which they had previously carried out on the influence which the shape of a structure has on its strength and stability. They finally arrived at a solution consisting of a single reinforced concrete arch, of polygonal outline, which thereby has an increased moment of inertia, and is more similar to a hollow section. It has less weight, and is very slender. Due to the reduction in weight, the formwork is cheaper, and the stiffness is considerably improved by the addition of a series of suitably spaced diaphragms. Another feature of this proje...
This bridge consists of a. series of portal frames, of 96 m span each, making up a total length of a...
Este trabajo estudia los sistemas no convencionales de tecnologías arquitectónicas ubicándose dentro...
This is a systematic summary of studies on rectangular sections subjected to compound loading and be...
The system of construction whereby successive extensions of a cantilevered structure are carried out...
This recently completed bridge over the Rhine is 524 m long, and is a reinforced concrete structure,...
This paper comments the method of determining stresses in rectangular beams under bending loads, whe...
The system of construction whereby successive extensions of a cantilevered structure are carried out...
This article is an advanced summary of the original theory elaborated by Messrs. López Jamar and Tir...
The reason is given why compound structures are not more widely used in Spanish constructional work ...
The system of construction whereby successive extensions of a cantilevered structure are carried out...
Owing to the construction of the new dam on the river Ain. the water of the river level has risen co...
El dique seco de El Ferrol, construido como dique de gravedad según la técnica de la época (1913), h...
The article describes an original and revolutionary system, patented by the Company Guiraudie & Auff...
This new bridge, known as the West Branch, spans the course of a river, and has a double function an...
At the design of a project for remodeling the old building and constructing new ones at the dock of ...
This bridge consists of a. series of portal frames, of 96 m span each, making up a total length of a...
Este trabajo estudia los sistemas no convencionales de tecnologías arquitectónicas ubicándose dentro...
This is a systematic summary of studies on rectangular sections subjected to compound loading and be...
The system of construction whereby successive extensions of a cantilevered structure are carried out...
This recently completed bridge over the Rhine is 524 m long, and is a reinforced concrete structure,...
This paper comments the method of determining stresses in rectangular beams under bending loads, whe...
The system of construction whereby successive extensions of a cantilevered structure are carried out...
This article is an advanced summary of the original theory elaborated by Messrs. López Jamar and Tir...
The reason is given why compound structures are not more widely used in Spanish constructional work ...
The system of construction whereby successive extensions of a cantilevered structure are carried out...
Owing to the construction of the new dam on the river Ain. the water of the river level has risen co...
El dique seco de El Ferrol, construido como dique de gravedad según la técnica de la época (1913), h...
The article describes an original and revolutionary system, patented by the Company Guiraudie & Auff...
This new bridge, known as the West Branch, spans the course of a river, and has a double function an...
At the design of a project for remodeling the old building and constructing new ones at the dock of ...
This bridge consists of a. series of portal frames, of 96 m span each, making up a total length of a...
Este trabajo estudia los sistemas no convencionales de tecnologías arquitectónicas ubicándose dentro...
This is a systematic summary of studies on rectangular sections subjected to compound loading and be...