Pérez Soler, Clara(Universitat Politècnica de València, 2021-07-13)
[ES] El presente trabajo final de máster se enfoca en la simulación numérica de un edificio de dos alturas y 2x2 vanos, construido con hormigón armado. Se va a estudiar la respuesta estructural y la robustez frente a eventos ...
Navarro Magro, Sandra(Universitat Politècnica de València, 2021-02-08)
[ES] El presente trabajo final de máster se enfoca en la simulación numérica de un edificio de dos alturas y 2x2 vanos, construido con hormigón armado, que dispone de tabiques de fachada en el piso superior. Se va a estudiar ...
Bertolesi, Elisa; Buitrago, Manuel; Adam, Jose M; Calderón García, Pedro Antonio(Elsevier, 2021-07)
[EN] This paper describes a double experimental and analytical study of the fatigue behaviour of the Quisi and Ferrandet Bridges, twin 170 m long steel railway bridges constructed between 1913 and 1915 with typical Pratt ...
Buitrago, Manuel; Calderón García, Pedro Antonio; Moragues, Juan J; Oliver, Marina; Adam, Jose M.(International Center for Numerical Methods in Engineering (CIMNE), 2022-09-14)
[ES] La construcción de edificios con estructura de hormigón armado se realiza, habitualmente, con la ayuda de puntales metálicos que se encargan de transmitir las cargas de las plantas recién hormigonadas a las inferiores. ...
Makoond, Nirvan Chandra; Buitrago, Manuel; Adam, Jose M.(Auburn University USA, 2023-05-17)
[EN] As the impacts of climate change and emerging conflicts become more and more apparent, it is undeniable
that more robust building structures are required for resilient societies to be able to thrive. In fact, there ...
Buitrago Moreno, Manuel; Alvarado Vargas, Yezid Alexander; Adam Martínez, José Miguel; Calderón García, Pedro Antonio; Gasch, Isabel; Moragues, Juan J(Elsevier, 2015-10)
This paper analyses the redistribution of maximum loads using a system of load limiters on shores in which the limiters yield at a given load and thus reduce the maximum load absorbed by the shores. For this analysis a ...
[EN] Although recent years have been marked by a substantial research effort on the progressive collapse of steel as well as cast-in-place and precast concrete structures, the fact is that almost all studies are focused ...
[EN] On many occasions advances have been made in science and engineering thanks to the knowledge gained from failures. In the particular case of structural engineering, the study of actual failures makes it possible to ...
Adam Martínez, José Miguel; Buitrago Moreno, Manuel; Moragues Terrades, Juan José; Calderón García, Pedro Antonio(American Society of Civil Engineers, 2017)
[EN] One of the most critical stages for a structure s safety is its construction process, and this problem is even more acute in buildings with reinforced concrete structures. These structures are usually built by shoring ...
Buitrago, Manuel; Adam, Jose M; Calderón García, Pedro Antonio; Moragues, Juan J(Elsevier, 2018)
[EN] When constructing reinforced concrete building structures, shores are normally used to transmit the loads from freshly poured slabs to lower floors. However, certain problems are involved in this process, including: ...
Buitrago, Manuel; Calderón García, Pedro Antonio; Moragues, Juan J; Alvarado, Yezid A.; Adam, Jose M(American Society of Civil Engineers, 2021-03)
[EN] Temporary shoring structures are used in the construction of reinforced concrete buildings to transmit the loads of newly poured slabs onto the lower floors. The main problems involved in the use of shores/props are: ...
Buitrago, Manuel; Adam, Jose M; Moragues, Juan J; Calderón García, Pedro Antonio(Elsevier, 2018)
[EN] Shoring successive floors is at present the most frequently used technique when constructing reinforced concrete (RC) building structures. This technique allows the recently poured slabs to be supported by the lower ...
Buitrago, M; Adam Martínez, José Miguel; Alvarado Vargas, Yezid Alexander; Calderón García, Pedro Antonio; Gasch, Isabel(Thomas Telford (ICE Publishing), 2016-07)
This paper describes a simplified method of estimating maximum loads on shores during the construction of multistorey buildings with in situ casting. Calculating this maximum value is fundamental to establish the design ...
Di Palma, Debora(Universitat Politècnica de València, 2017-02-21)
[EN] During the design of a building, engineers perform many calculations in order to obtain optimized solutions which balance costs, efficiency and, most of all, safety of the structure. A big amount of normative defines ...
Adam, Jose M.; Buitrago, Manuel; Makoond, Nirvan Chandra; Setiawan, Andri; Caredda, Giacomo; Marín-Vilches, Lorenzo; Cetina-Berdugo, Diego Fernando; Gerbaudo, Maria Luz; Oliver, Marina; Sempertegui, Geovanny(Universidad de Cantabria, 2024-05-10)
[EN] The use of precast concrete structures is rapidly increasing worldwide because of their advantages in terms of quality, safety, sustainability, and speed of construction. In the field of progressive collapse of ...
Adam, Jose M.; Buitrago, Manuel; Makoond, Nirvan Chandra; Setiawan, Andri; Caredda, Giacomo; Marin-Vilches, Lorenzo; Cetina-Berdugo, Diego Fernando; Gerbaudo, Maria Luz; Oliver, Marina; Sempertegui, Geovanny; Tasquer-Val, Daniel(2023-12-01)
[EN] Our previous work on precast construction has shown that sufficient structural robustness can be achieved by adequately designing the connection detailing to withstand a sudden column removal under the accidental load ...
Buitrago Moreno, Manuel(Universitat Politècnica de València, 2018-10-11)
El cimbrado de plantas sucesivas es la técnica más empleada en la actualidad para la construcción de estructuras de edificios de hormigón armado. El uso de esta técnica permite que las plantas recientemente hormigonadas ...
[EN] Metal and steel truss bridges are essential for transportation networks worldwide but are vulnerable to collapse due to deterioration and increasing traffic loads, par-ticularly for ageing structures. Several bridge ...
Adam, José M.; Buitrago, Manuel; Makoond, Nirvan Chandra(Taylor & Francis Group, 2022-09-02)
[EN] As a result of the persistent occurrence and apparently increasing frequency of catastrophic structural failures, recent years have been marked by a growing body of literature on progressive collapse and structural ...
Buitrago, Manuel; Makoond, Nirvan Chandra; Mezquida-Alcaraz, Eduardo J.; Adam, Jose M.(International Center for Numerical Methods in Engineering (CIMNE), 2022-09-14)
[ES] El colapso progresivo puede definirse como el proceso por el cual un daño local inicial pone en marcha una cadena de fallos, que a veces puede conducir a un colapso desproporcionado o total. Se trata de un fenómeno ...