Search results for "cost"

showing 10 items of 5421 documents

La tutela dell'acquirente di immobili da costruire: comparazione giuridica.

2011

comparazione giuridica.Settore IUS/02 - Diritto Privato Comparatoimmobili da costruiretutela acquirente
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Linear ViscoElastic (LVE) Behaviour of Pure Bitumen via Fractional Model

2012

AbstractBy fitting experimental data from static creep/recovery carried out on pure bitumen, it is shown that the fractional model proposed enables the description of both creep and recovery behaviour with fewer parameters than those needed by other models in the literature. In particular, the model is fitted to experimental data of complex modulus |G*| and phase angle δ° obtained from Dynamic Mechanical Analysis. Lastly, it is demonstrated that when the fractional model is used, complex modulus isotherms for a range of frequencies can be created simply starting from isochronals at f = 1Hz.

complex modulubitumen.Materials scienceMathematical modelPhase angleThermodynamicsModulusDynamic mechanical analysisFractional modelViscoelasticityCreepAsphaltForensic engineeringRange (statistics)Settore ICAR/04 - Strade Ferrovie Ed AeroportiGeneral Materials ScienceCreep/recoverySettore ICAR/08 - Scienza Delle CostruzionibitumenComplex modulusProcedia - Social and Behavioral Sciences
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Postbuckling analysis of cracked stiffned plates by pb–2 Rayleigh-Ritz method

2015

A Rayleigh-Ritz approach for the analysis of buckling and post-buckling behavior of cracked composite stiffened plates is presented. The structure is thought as the assembly of plate elements modeled by the first order shear deformation theory. Continuity along the edges common to contiguous elements are enforced by using penalty techniques, which also allow to straightforwardly implement efficient crack modeling strategies. General symmetric and unsymmetric stacking sequences are considered and numerical procedures have been developed and used to validate the present solution by comparison with FEA results. Original results are also presented for post-buckling solution of multilayered stif…

composite plates cracked plates post-buckling analysis pb2 Ritz method first order shear deformation theory (FSDT).Settore ING-IND/04 - Costruzioni E Strutture Aerospaziali
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Piezoelectric patches for the active repair of delaminated structures

2009

composite structurerepairSettore ING-IND/04 - Costruzioni E Strutture AerospazialiPiezoelectric patche
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Mechanical properties of carbon nanotube reinforced nanocomposites

2013

One way to take advantage of the marvelous properties of the carbon nanotubes consists in incorporating them into a matrix to build composite materials. The best candidates for this task are undoubtedly polymers thanks to their strength, toughness, low weight, and easy processing. A mixed model, numerical-analytical, is presented that allows one to predict the elastic properties of carbon nanotube (CNT)/polymer composites containing a random distribution of CNTs, while taking account of the curvature that they show when immersed in the polymer. A three-dimensional model, using a single CNT immersed in an infinite matrix, allows us to numerically evaluate the concentration tensor by evaluati…

composites Carbon nanotubes numerical simulations.Settore ING-IND/14 - Progettazione Meccanica E Costruzione Di Macchine
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Curs Comptabilitat de Costos: part teòrica 2n semestre

2021

El document forma part dels materials docents programats mitjançant l'ajut del Servei de Política Lingüística de la Universitat de València Materials docents de l'assignatura Comptabilitat de Costos, impartida en els graus de ADE, DADE i TADE de la Universitat de València, del curs acadèmic 2020/2021. El contingut dels mateixos segueix la guia acadèmica de la citada assignatura. Teaching materials for the subject Cost Accounting, taught in the degree in Business Administration and the double degrees in Business Administration-Law and Business Administration-Tourism at the University of Valencia, in the 2020/2021 academic year. The content of the same follows the academic guide of the subjec…

comptabilitat costosdocènciaUNESCO::CIENCIAS ECONÓMICAS
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The FE-Meshless multiscale approach applied to masonry structures

2015

Heterogeneous structures have an overall response that is strongly dependent on the inelastic events developing at the local level. In these structures, the most relevant kinematical and mechanical phenomena take place at a scale which is small if compared to the dimensions of the entire structure. In literature, a mesoscopic and a macroscopic scales of interest are distinguished, directly linked to as many theoretical approaches. The mesoscopic approach [1] considers materials and their interfaces individually, but many difficulties arise in the mesh creation and a fine discretization of the structure is needed, which leads to prohibitive computational costs. The macroscopic approach consi…

computational homogenization localization multiscale analysisSettore ICAR/08 - Scienza Delle Costruzioni
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AMBIENTE COSTRUITO E SOSTENIBILITÀ – Materiali riciclati e Design for Disassembly tra ricerca e buone pratiche

2020

In the context of environmental emergency of which the construction sector is one of the main causes – since it consumes 40% of the (embodied and operational) energy and produces about a third of the total waste – and due to the ambitious objectives set by the international community and by many countries to reduce the environmental impact of buildings during their whole life cycle, this paper wants to make a contribution to the understanding of the state of the art on cycle-based research activities, sustainable experiments and good practices that the building industry and the academy have implemented in recent years. In particular, it refers to cycle-based theoretical and experimental act…

conclude infine mettendo in luce le criticità che ad oggi ne frenano la diffusione e individua possibili azioni di ricerca che possano favorire con il contributo della Tecnologia dell’Architettura la transizione verso questo nuovo paradigma.In un contesto di emergenza ambientale per il quale il settore edile è uno dei principali responsabili in quanto consuma il 40% dell’energia (incorporata e operativa) e produce circa un terzo dei rifiuti totali prodotti e in ragione degli obiettivi ambiziosi fissati dalla comunità internazionale e da numerosi Paesi per ridurre l’impatto ambientale delle costruzioni durante l’intero ciclo vita il presente articolo intende offrire un contributo alla conoscenza dello stato dell’arte su attività di ricerca sperimentazioni e buone pratiche sostenibili che il settore delle costruzioni e l’accademia hanno attivato negli ultimi anni. In particolare riferisce di azioni teoriche e sperimentali di impronta circolare che interessano innovazioni di processo e di prodotto alle diverse scale (‘macro’ ‘meso’ e ‘micro’) dell’ambiente costruito capaci di superare il tradizionale approccio lineare in luogo di un approccio che mira da un lato a estendere il suo ciclo di vita utile dall’altro a valutare nuovi materiali bio-based facilmente rigenerabili e con una bassa energia incorporataSettore ICAR/12 - Tecnologia Dell'Architettura
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Regioni italiane e tutela della concorrenza tra dimensione nazionale e comunitaria

2006

concorrenza competenze regionali art. 117 co. I Cost.
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SHEAR RESISTANCE OF R/C BEAMS PROVIDED WITH DIFFERENTLY-INCLINED TRANSVERSE REINFORCEMENT

2012

The model for the evaluation of shear resistance of reinforced concrete member provided with transverse web reinforcement, derived by Nielsen (1999) on the basis of the variable inclination stress field approach, is generalized here to predict the shear strength of r.c. beams equipped with two sets of differently-inclined transversal web reinforcement and longitudinal skin reinforcement. Numerical analyses emphasize the efficiency of double inclined web transverse reinforcement in providing shear strength to beams.

concrete; shear resistance; stirrups; variable-inclination stress fieldSettore ICAR/09 - Tecnica Delle Costruzionivariable-inclination stress fieldconcreteconcrete shear resistance stirrups different inclinationstirrupsshear resistance
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