RiuNet UPV Home
:
Browsing by UPV Unit

Search RiuNet

Browse

All of RiuNet

My Account

RiuNet Help

Admin. UPV

Browsing by UPV Unit "Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil"

Now showing items 1-20 of 859

A 100% waste-based alkali-activated material by using olive-stone biomass ash (OBA) and blast furnace slag (BFS)

Font-Pérez, Alba; Soriano Martínez, Lourdes; Moraes, J.C.B; Tashima, M.M.; Monzó Balbuena, José Mª; Borrachero Rosado, María Victoria; Paya Bernabeu, Jorge Juan (Elsevier, 2017)

[EN] This study presents the use of olive-stone biomass ash (OBA) as an alkali source in alkali-activated materials (AAM) based on blast furnace slag (BFS). The OBA was physically and chemically characterized. It presented ...
A 3D finite element model for predicting the fire behavior of hollow-core slabs

Aguado, J.V.; Albero Gabarda, Vicente; Espinós Capilla, Ana; Hospitaler Pérez, Antonio; Romero, Manuel L. (Elsevier, 2015-12-09)

Servicios adicionales en SFX(opens in a new window)|View at Publisher| Export | Download | Add to List | More... Engineering Structures Volume 108, February 01, 2016, Pages 12-27 A 3D finite element model for ...
A cognitive approach for the multi-objective optimization of RC structural problems

Yepes, V.; García Segura, Tatiana; Moreno-Jiménez, J.M. (Elsevier, 2015-09)

This paper proposes a cognitive approach for analyzing and reducing the Pareto optimal set for multi-objective optimization (MOO) of structural problems by means of jointly incorporating subjective and objective aspects. ...
A discursive, many-objective approach for selecting more-evolved urban vulnerability assessment models

Salas, Jorge; Yepes, V. (Elsevier, 2018)

[EN] The development of more-evolved urban vulnerability assessment (UVA) models has become an increasingly important issue for both policy agendas and academia. Several requirements have already been set for this goal; ...
A finite element-based approach for the analysis and design of 3D reinforced concrete elements and its applications to D-regions

Meléndez Gimeno, Carlos (2017-09-01)

The finite element method is a powerful analysis tool which has facilitated a better understanding of the behaviour of reinforced concrete structures. Its use in the research field is widespread and complements experimental ...
A higher-order equation for modeling strand bond in pretensioned concrete beams

Ramirez-Garcia, Alberto T.; Dang, Canh N.; Hale, W. Micah; Martí Vargas, José Rocío (Elsevier, 2017)

[EN] In pretensioned concrete members, the bond between prestressing strands and concrete in the transfer zone is necessary to ensure the two materials can work as a composite material. This study develops a computer program ...
A macroeconomic regression analysis of the European construction industry

Pellicer Armiñana, Teresa María; Pellicer Armiñana, Eugenio; Eaton, David (Emerald, 2009)

Purpose – The purpose of this paper is to analyse the international construction sector from a macroeconomic point of view through production functions. The aim is to contribute additional knowledge on the European ...
A material-performance-based database for FRC and RC elements under shear loading

Cuenca Asensio, Estefanía; Conforti, Antonio; Minelli, Fausto; Plizzari, Giovanni A.; Navarro-Gregori, Juan; Serna Ros, Pedro (Springer - RILEM Publishing, 2018)

[EN] The shear strength of elements reinforced by fibres is predicted by Codees using formulations generally developed from a limited set of test results.
A Method to Estimate Occupational Health and Safety Costs in Construction Projects

Pellicer, E.; Carvajal Peláez, Gloria Isabel; Rubio, M.C.; Catalá Alís, Joaquín (Springer Verlag (Germany), 2014-07-07)

This paper presents the results of a research project carried out in Spain that aims to develop a method that let employers to assess, during the design phase, the occupational health and safety costs of a specific ...
A model for identifying owner's needs in the building life cycle

ALSHUBBAK, ALI; Pellicer Armiñana, Eugenio; Catalá Alís, Joaquín; Teixeira, Jose M. (Taylor &amp; Francis: STM, Behavioural Science and Public Health Titles, 2015-11)

Building life cycle is a process which covers not only the construction phase but also the feasibility, the design and the operation phases. Identifying the owner s needs in all phases of this process is of paramount ...
A molecular structural mechanics model applied to the static behavior of single-walled carbon nanotubes: New general formulation

Merli Gisbert, Rafael; Lazaro, Carlos; Monleón Cremades, Salvador; Domingo Cabo, Alberto (Elsevier, 2013-10)

A new general formulation for the mechanical behavior of Single-Walled Carbon Nanotubes is presented. Carbon atoms are located at the nodes of an hexagonal honeycomb lattice wrapped into a cylinder. They are linked by ...
A new geopolymeric binder from hydrated-carbonated cement

Paya Bernabeu, Jorge Juan; Borrachero Rosado, María Victoria; Monzó Balbuena, José Mª; Soriano Martínez, Lourdes; Mitsuuchi Tashima, Mauro (Elsevier, 2012-05)

This paper evaluates the use of hydrated Portland cement as the raw material in the production of geopolymers. The silicon and aluminium oxides needed for the geopolymerization process were produced by the carbonation of ...
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 New Smoothing Technique for Transfer-Length Determination

Ramirez-Garcia, Alberto T.; Dang, C.N.; Deschenes, R.A.; Hale, W. M.; Martí Vargas, José Rocío (American Concrete Institute, 2018)

[EN] Transfer length is a significant parameter in the design of pretensioned concrete members. This study reports the measured transfer length of 15.2 mm (0.6 in.) prestressing strands. Twenty-four pretensioned concrete ...
A numerical investigation on the fire response of a steel girder bridge

Paya-Zaforteza, I.; Garlock, Maria E.M. (Elsevier, 2012-08)

The response of bridges subject to fire is an under researched topic despite the number of bridge failures caused by fire. Since available data shows that steel girder bridges are especially vulnerable to fire, this paper ...
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 Parallel Branch and Bound Algorithm for the Resource Leveling Problem with Minimal Lags

Ponz Tienda, José Luis; Salcedo-Bernal, Alejandro; Pellicer Armiñana, Eugenio (2017)

[EN] The efficient use of resources is a key factor to minimize the cost while meeting time deadlines and quality requirements; this is especially important in construction projects where field operations take fluctuations ...
A parametric study of optimum road frame bridges by threshold acceptance

Perea de Dios, Cristian; Yepes, V.; Alcalá González, Julián; Hospitaler Pérez, Antonio; González Vidosa, Fernando; PEREA DE (NISCAIR, 2010)

[EN] This paper examines the economic optimization of reinforced concrete road frame bridges by threshold acceptance. The formulation of the problem includes 50 discrete variables: three geometrical ones, three types of ...
A parametric study of optimum tall piers for railway bridge viaducts

Martínez Martín, Francisco Joaquín; González Vidosa, Fernando; Hospitaler Pérez, Antonio; Yepes, V. (TECHNO-PRESS, 2013-03)

[EN] This paper presents a parametric study of reinforced concrete bridge tall piers with hollow, rectangular sections. Such piers are typically used in railway construction of prestressed concrete viaducts.Twenty one ...
A Simplified Approach for the Ultimate Limit State Analysis of Three-Dimensional Reinforced Concrete Elements

Meléndez-Gimeno, Carlos; Miguel Sosa, Pedro; Pallarés Rubio, Luis (Elsevier, 2016-09)

Several advanced constitutive models of concrete have been developed in recent decades, some of which are able to reproduce the behaviour of concrete structures with a high level of accuracy. Yet given their complex ...