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Browsing by Author "Adam Martínez, José Miguel"

Now showing items 1-20 of 144

A full-scale timbrel cross vault subjected to vertical cyclical displacements in one of its supports

Torres Górriz, Benjamín; Bertolesi, Elisa; Calderón García, Pedro Antonio; Moragues, Juan J; Adam, Jose M (Elsevier, 2019-03-15)

[EN] Up-and-down cyclical displacement of supports-foundations, due for example to the presence of expansive soils, can affect the integrity of a structure and may even lead to its collapse. A recent study carried out at ...
A new index to evaluate exposure and potential damage to RC building structures in coastal areas

Sangiorgio, V.; Uva, G.; Fatiguso, F.; Adam, Jose M (Elsevier, 2019-06)

[EN] Exposure to an aggressive marine atmosphere can seriously harm reinforced concrete (RC) structures and affects a building's service life. In particular, buildings close to the sea are at high risk of suffering damage, ...
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 ...
A Parametric Computational Study of RC Building Structures under Corner-Column Removal Situations

Buitrago, Manuel; Bertolesi, Elisa; Garzón-Roca, Julio; Sagaseta, Juan; Adam, Jose M (MDPI AG, 2020-12)

[EN] Building progressive collapse is currently one of the hottest topics in the structural engineering field. Most of the research carried out to date on this topic has been focused on the structural analysis of the failure ...
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 ...
Analysing local failure scenarios to assess the robustness of steel truss-type bridges

Caredda, Giacomo; Porcu, M. Cristina; Buitrago, Manuel; Bertolesi, Elisa; Adam, Jose M (Elsevier, 2022-07)

[EN] Many of the steel bridge collapses occur in truss-type bridges. This is, in fact, the focus of this study involving an assessment of the robustness of this type of structures based on an actual bridge that the authors ...
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. ...
Analytical fault tree and diagnostic aids for the preservation of historical steel truss bridges

Sangiorgio, Valentino; Nettis, Andrea; Uva, Giuseppina; Pellegrino, Francesco; Varum, Humberto; Adam, Jose M (Elsevier, 2022-03)

[EN] Historical steel bridges represent an important construction typology integrating the constructive heritage of the past century that needs to be preserved. Exposure to fatigue phenomenon, aging, improper design or ...
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 (Universitat Politècnica de València, 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 (Universitat Politècnica de València, 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 (Universitat Politècnica de València, 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 (Universitat Politècnica de València, 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 ...
Automated location of steel truss bridge damage using machine learning and raw strain sensor data

Parisi, F.; Mangini, A. M.; Fanti, M. P.; Adam, Jose M (Elsevier, 2022-06)

[EN] Strategic major infrastructure ageing requires structural health monitoring usage to avoid critical safety issues and disasters. Machine Learning can be a valuable tool to automate the process of analysing raw monitoring ...
Automation and Information Approaches to Support Maintenance and Production Management in the Construction Industry

Parisi, Fabio (Universitat Politècnica de València, 2023-04-18)

[ES] La industria de la construcción es un amplio sector industrial que abarca desde el diseño y la gestión de grandes infraestructuras como puentes hasta la construcción de viviendas civiles. Es mundialmente reconocido ...
Avoiding failures during building construction using structural fuses as load limiters on temporary shoring structures

Buitrago, Manuel; Sagaseta, Juan; Adam, Jose M (Elsevier, 2020-02-01)

[EN] The risk of structural failure of buildings can be significant during construction. Temporary adjustable telescopic steel shores or props are commonly used in building construction. The failure of shores is sudden and ...
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 ...