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Browsing by Author "Adam Martínez, José Miguel"

Now showing items 1-20 of 90

A new simplified procedure to estimate loads on slabs and shoring during the construction of multistorey buildings

Calderón García, Pedro Antonio; Alvarado Vargas, Yezid Alexander; Adam Martínez, José Miguel (Elsevier, 2011-05)

This paper presents a new simplified procedure for estimating loads on slabs and shoring during the construction of multistorey buildings. The new procedure takes into account the actual stiffness of the shoring and for ...
A numerical model with varying passive confinement for circular and elliptical concrete-filled steel tubular columns

Lacuesta Carrión, César Damián; Romero García, Manuel Luis; Lapuebla-Ferri, Andrés; Adam Martínez, José Miguel (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] In this work, a non-linear 3D numerical model to study concrete-filled tubular (CFST) columns is presented. The numerical model is capable to consider the passive confinement that occurs in the concrete core of CFST ...
A numerical study into the evolution of loads on shores and slabs during construction of multistorey buildings. Comparison of partial striking with other techniques

Alvarado Vargas, Yezid Alexander; Calderón García, Pedro Antonio; Gasch, Isabel; Adam Martínez, José Miguel (ELSEVIER SCI LTD, 2010-10)

This paper contains a summary and evaluation of an experimental research project carried out at the ICITECH laboratories, Valencia, Spain. The project consisted of the construction of a full-scale building that included a ...
An experimental study into the evolution of loads on shores and slabs during construction of multistory buildings using partial striking

Alvarado Vargas, Yezid Alexander; Calderón García, Pedro Antonio; Adam Martínez, José Miguel; Paya-Zaforteza, Ignacio; Pellicer, Teresa M.; Pallarés Rubio, Francisco Javier; Moragues, Juan J (ELSEVIER SCI LTD, 2009-09)

This paper describes a full-scale test on a building constructed so as to enable study of the transmission of loads between slabs and shores during the processes of shoring and striking. The experimental model consisted ...
An experimental study on RC columns repaired on all four sides with cementitious mortars

Ortega, Irene; Pellicer, Teresa M.; Adam, Jose M; Calderón García, Pedro Antonio (Elsevier, 2018)

[EN] This paper describes a study carried out in the ICITECH laboratories (Universitat Politècnica de València) on RC columns repaired on all four sides with cementitious-based mortars. A total of 18 specimens were tested, ...
An experimental study on steel caged RC columns subjected to axial force and bending moment

Garzón Roca, Julio; Ruiz Pinilla, Joaquín Guillermo; Adam Martínez, José Miguel; Calderón García, Pedro Antonio (Elsevier, 2011-02)

Among the different methods of strengthening RC columns, steel caging is one of the most extensively used, for square or rectangular cross-section columns. Few studies have been carried out on steel caging and most of these ...
Analysis of the strain transfer in a new FBG sensor for Structural Health Monitoring

Torres Górriz, Benjamín; Paya-Zaforteza, I.; Calderón García, Pedro Antonio; Adam Martínez, José Miguel (Elsevier, 2011-02)

Structural Health Monitoring (SHM) is a topic of great interest in structural engineering due to the ageing of the built infrastructures and the growing use of innovative structural systems and construction materials. ...
Análisis de las subsidencias ocasionadas por la construcción de la Línea T2 del Metro de Valencia en el tramo Mercat - Línea T4 y su afección al Palacio de Eixarchs, situado en la C/ Eixarchs (Valencia)

Bono Mata, Inés (2017-10-18)

[EN] The city of Valencia has a large underground network that makes urban mobility easier for citizens. The construction of the new underground line T2 was planned a long time ago. This line will run from north to south ...
Análisis estructural de un hangar de madera laminada en el aeródromo de El Rebollar, en el TM de Requena (Valencia)

Martínez Torres, Alberto (2018-01-16)

[EN] Calculation of the complete structure of an hangar whose main structure is large timber curve beam.
Análisis mediante simulación numérica del colapso repentino de una torre eólica ubicada en Pozo Lorente (Albacete).

Pérez Esteban, Francisco Javier (2018-12-28)

[EN] Al parc eòlic "Abuela de Santa Ana" en la localitat de Pozo Lorente (Albacete), es va produir el col·lapse sobtat de un aerogenerador tipus GE Energy 1.5 als pocs messos de la seua instalación. El col·lapse es va ...
ASPECTOS NORMATIVOS Y PATOLOGÍA DE MÉNSULAS CORTAS DE H.A.

Muñoz Ferrando, Jesús (2011-10-03)

Revisión bibliográfica de normativa nacional e internacional sobre ménsulas cortas de hormigón armado. Identificación de tipologías de patología. Estado del conocimiento entre los técnicos competentes. Planteamiento de un ...
Axially loaded RC columns repaired on one side with cement-based mortars

Ortega, Irene; Pellicer, Teresa M.; Calderón García, Pedro Antonio; Adam, Jose M (Elsevier, 2018)

[EN] This paper describes and analyses the results of an experimental programme carried out at the Universitat Politecnica de Valencia on 18 reinforced concrete (RC) columns, 12 of which had been repaired on one side with ...
Bearing capacity of steel-caged RC columns under combined bending and axial loads: Estimation based on Artificial Neural Networks

Jørgensen, Caroline; Grastveit, Ragnhild; Garzón Roca, Julio; Paya-Zaforteza, I.; Adam Martínez, José Miguel (Elsevier, 2013-11)

The use of steel caging for strengthening a reinforced concrete (RC) column is an economical and common solution. However, the design of the optimum steel cage is a complex task. Artificial Neural Networks (ANN) has shown ...
Behaviour of RC columns strengthened by steel caging under combined bending and axial loads

Garzón Roca, Julio; Adam Martínez, José Miguel; Calderón García, Pedro Antonio (Elsevier, 2011-05)

The steel caging technique is used to strengthen RC columns all over the world, as it has been shown to be effective, economical and easy to apply. Most studies carried out to date on this strengthening technique have ...
Causes of damage to industrial brick masonry chimneys

López Patiño, Mª Gracia; Adam Martínez, José Miguel; Verdejo Gimeno, Pedro; Milani, Gabriele (Elsevier, 2017)

[EN] From the early 19th to the middle of the 20th century, brick chimneys formed part of the industrial landscape. As technology advanced, factories were abandoned and became absorbed by the cities growing around them but ...
Cement-based mortar patch repair of RC columns. Comparison with all-four-sides and one-side repair

Ortega, Irene; Pellicer, Teresa M.; Calderón García, Pedro Antonio; Adam, Jose M (Elsevier, 2018)

[EN] This paper describes an experimental study on patch-repaired reinforced concrete columns subjected to axial loads until failure. The behaviour of four series of columns repaired with Class R3 and R4 cement-based mortar ...
Classification of damage to the structures of buildings in towns in coastal areas

Adam Martínez, José Miguel; Moreno, José D.; Bonilla Salvador, María Mercedes; Pellicer, Teresa M. Moreno, José D. (Elsevier, 2016)

[EN] Damage to the structure of buildings near the coast is often caused by the marine environment. This paper describes a study carried out on the state of the structures of buildings in towns near the coast in Valencia ...
Collapse of a Masonry Wall in an Industrial Building: Diagnosis by Numerical Modeling

Coz Díaz, J. J. del; Adam Martínez, José Miguel; Lozano Martínez-Luengas, A.; Álvarez Rabanal, F. P. (American Society of Civil Engineers, 2013-02)

This paper presents the analysis of a failure involving the partial collapse of a masonry wall made of precast concrete blocks in an industrial building as a result of the action of the wind. A field survey was carried out ...
Compressive strength of masonry made of clay bricks and cementmortar: Estimation based on Neural Networks and Fuzzy Logic

Garzón Roca, Julio; Obrer Marco, Creu; Adam Martínez, José Miguel (Elsevier, 2013-03)

The use of mathematical tools such as Artificial Neural Networks and Fuzzy Logic has been shown to be useful for solving complex engineering problems, without the need to reproduce the phenomenon under study, when the only ...
Contribución al estudio de soportes de hormigón armado reforzados con angulares y presillas metálicas. Análisis del soporte y del nudo viga soporte sometidos a compresión centrada.

Adam Martínez, José Miguel (2008-05-07)

Cada vez son más frecuentes las situaciones en las que resulta necesario el refuerzo de estructuras existentes. Sin embargo, las investigaciones relacionadas con este tema son más bien escasas, sobre todo cuando se trata ...