990 resultados para Limit State Functions
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Pós-graduação em Engenharia Civil - FEIS
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This paper addresses the numerical solution of random crack propagation problems using the coupling boundary element method (BEM) and reliability algorithms. Crack propagation phenomenon is efficiently modelled using BEM, due to its mesh reduction features. The BEM model is based on the dual BEM formulation, in which singular and hyper-singular integral equations are adopted to construct the system of algebraic equations. Two reliability algorithms are coupled with BEM model. The first is the well known response surface method, in which local, adaptive polynomial approximations of the mechanical response are constructed in search of the design point. Different experiment designs and adaptive schemes are considered. The alternative approach direct coupling, in which the limit state function remains implicit and its gradients are calculated directly from the numerical mechanical response, is also considered. The performance of both coupling methods is compared in application to some crack propagation problems. The investigation shows that direct coupling scheme converged for all problems studied, irrespective of the problem nonlinearity. The computational cost of direct coupling has shown to be a fraction of the cost of response surface solutions, regardless of experiment design or adaptive scheme considered. (C) 2012 Elsevier Ltd. All rights reserved.
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In Performance-Based Earthquake Engineering (PBEE), evaluating the seismic performance (or seismic risk) of a structure at a designed site has gained major attention, especially in the past decade. One of the objectives in PBEE is to quantify the seismic reliability of a structure (due to the future random earthquakes) at a site. For that purpose, Probabilistic Seismic Demand Analysis (PSDA) is utilized as a tool to estimate the Mean Annual Frequency (MAF) of exceeding a specified value of a structural Engineering Demand Parameter (EDP). This dissertation focuses mainly on applying an average of a certain number of spectral acceleration ordinates in a certain interval of periods, Sa,avg (T1,…,Tn), as scalar ground motion Intensity Measure (IM) when assessing the seismic performance of inelastic structures. Since the interval of periods where computing Sa,avg is related to the more or less influence of higher vibration modes on the inelastic response, it is appropriate to speak about improved IMs. The results using these improved IMs are compared with a conventional elastic-based scalar IMs (e.g., pseudo spectral acceleration, Sa ( T(¹)), or peak ground acceleration, PGA) and the advanced inelastic-based scalar IM (i.e., inelastic spectral displacement, Sdi). The advantages of applying improved IMs are: (i ) "computability" of the seismic hazard according to traditional Probabilistic Seismic Hazard Analysis (PSHA), because ground motion prediction models are already available for Sa (Ti), and hence it is possibile to employ existing models to assess hazard in terms of Sa,avg, and (ii ) "efficiency" or smaller variability of structural response, which was minimized to assess the optimal range to compute Sa,avg. More work is needed to assess also "sufficiency" and "scaling robustness" desirable properties, which are disregarded in this dissertation. However, for ordinary records (i.e., with no pulse like effects), using the improved IMs is found to be more accurate than using the elastic- and inelastic-based IMs. For structural demands that are dominated by the first mode of vibration, using Sa,avg can be negligible relative to the conventionally-used Sa (T(¹)) and the advanced Sdi. For structural demands with sign.cant higher-mode contribution, an improved scalar IM that incorporates higher modes needs to be utilized. In order to fully understand the influence of the IM on the seismis risk, a simplified closed-form expression for the probability of exceeding a limit state capacity was chosen as a reliability measure under seismic excitations and implemented for Reinforced Concrete (RC) frame structures. This closed-form expression is partuclarly useful for seismic assessment and design of structures, taking into account the uncertainty in the generic variables, structural "demand" and "capacity" as well as the uncertainty in seismic excitations. The assumed framework employs nonlinear Incremental Dynamic Analysis (IDA) procedures in order to estimate variability in the response of the structure (demand) to seismic excitations, conditioned to IM. The estimation of the seismic risk using the simplified closed-form expression is affected by IM, because the final seismic risk is not constant, but with the same order of magnitude. Possible reasons concern the non-linear model assumed, or the insufficiency of the selected IM. Since it is impossibile to state what is the "real" probability of exceeding a limit state looking the total risk, the only way is represented by the optimization of the desirable properties of an IM.
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In this thesis is studied the long-term behaviour of steel reinforced slabs paying particular attention to the effects due to shrinkage and creep. Despite the universal popularity of using this kind of slabs for simply construction floors, the major world codes focus their attention in a design based on the ultimate limit state, restraining the exercise limit state to a simply verification after the design. For Australia, on the contrary, this is not true. In fact, since this country is not subjected to seismic effects, the main concern is related to the long-term behaviour of the structure. Even if there are a lot of studies about long-term effects of shrinkage and creep, up to date, there are not so many studies concerning the behaviour of slabs with a cracked cross section and how shrinkage and creep influence it. For this reason, a series of ten full scale reinforced slabs was prepared and monitored under laboratory conditions to investigate this behaviour. A wide range of situations is studied in order to cover as many cases as possible, as for example the use of a fog room able to reproduce an environment of 100% humidity. The results show how there is a huge difference in terms of deflections between the case of slabs which are subjected to both shrinkage and creep effects soon after the partial cracking of the cross section, and the case of slabs which have already experienced shrinkage effects for several weeks, when the section has not still cracked, and creep effects only after the cracking.
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The present thesis is concerned with the study of a quantum physical system composed of a small particle system (such as a spin chain) and several quantized massless boson fields (as photon gasses or phonon fields) at positive temperature. The setup serves as a simplified model for matter in interaction with thermal "radiation" from different sources. Hereby, questions concerning the dynamical and thermodynamic properties of particle-boson configurations far from thermal equilibrium are in the center of interest. We study a specific situation where the particle system is brought in contact with the boson systems (occasionally referred to as heat reservoirs) where the reservoirs are prepared close to thermal equilibrium states, each at a different temperature. We analyze the interacting time evolution of such an initial configuration and we show thermal relaxation of the system into a stationary state, i.e., we prove the existence of a time invariant state which is the unique limit state of the considered initial configurations evolving in time. As long as the reservoirs have been prepared at different temperatures, this stationary state features thermodynamic characteristics as stationary energy fluxes and a positive entropy production rate which distinguishes it from being a thermal equilibrium at any temperature. Therefore, we refer to it as non-equilibrium stationary state or simply NESS. The physical setup is phrased mathematically in the language of C*-algebras. The thesis gives an extended review of the application of operator algebraic theories to quantum statistical mechanics and introduces in detail the mathematical objects to describe matter in interaction with radiation. The C*-theory is adapted to the concrete setup. The algebraic description of the system is lifted into a Hilbert space framework. The appropriate Hilbert space representation is given by a bosonic Fock space over a suitable L2-space. The first part of the present work is concluded by the derivation of a spectral theory which connects the dynamical and thermodynamic features with spectral properties of a suitable generator, say K, of the time evolution in this Hilbert space setting. That way, the question about thermal relaxation becomes a spectral problem. The operator K is of Pauli-Fierz type. The spectral analysis of the generator K follows. This task is the core part of the work and it employs various kinds of functional analytic techniques. The operator K results from a perturbation of an operator L0 which describes the non-interacting particle-boson system. All spectral considerations are done in a perturbative regime, i.e., we assume that the strength of the coupling is sufficiently small. The extraction of dynamical features of the system from properties of K requires, in particular, the knowledge about the spectrum of K in the nearest vicinity of eigenvalues of the unperturbed operator L0. Since convergent Neumann series expansions only qualify to study the perturbed spectrum in the neighborhood of the unperturbed one on a scale of order of the coupling strength we need to apply a more refined tool, the Feshbach map. This technique allows the analysis of the spectrum on a smaller scale by transferring the analysis to a spectral subspace. The need of spectral information on arbitrary scales requires an iteration of the Feshbach map. This procedure leads to an operator-theoretic renormalization group. The reader is introduced to the Feshbach technique and the renormalization procedure based on it is discussed in full detail. Further, it is explained how the spectral information is extracted from the renormalization group flow. The present dissertation is an extension of two kinds of a recent research contribution by Jakšić and Pillet to a similar physical setup. Firstly, we consider the more delicate situation of bosonic heat reservoirs instead of fermionic ones, and secondly, the system can be studied uniformly for small reservoir temperatures. The adaption of the Feshbach map-based renormalization procedure by Bach, Chen, Fröhlich, and Sigal to concrete spectral problems in quantum statistical mechanics is a further novelty of this work.
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Il presente lavoro ha lo scopo di presentare gli studi e i risultati ottenuti durante l’attività di ricerca svolta sul Displacement-based Assessment (DBA) dei telai in cemento armato. Dopo alcune considerazioni iniziali sul tema della vulnerabilità sismica e sui metodi di analisi e verifica, si procede alla descrizione teorica del metodo. Sono stati analizzati tre casi studio di telai piani, progettati per soli carichi verticali e secondo normative non più in vigore che non prevedevano l’applicazione della gerarchia delle resistenze. I telai considerati, destinati ad abitazione civile, hanno diversa altezza e numero di piani, e diverso numero di campate. Si è proceduto all’applicazione del metodo, alla valutazione della vulnerabilità sismica in base alla domanda in termini di spostamento costituita da uno spettro elastico previsto dall’EC8 e alla validazione dei risultati ottenuti mediante analisi non lineari statiche e dinamiche e mediante l’applicazione dei teoremi dell’Analisi limite dei telai, proposta come procedura alternativa per la determinazione del meccanismo anelastico e della capacità in termini di taglio alla base. In ultimo si è applicata la procedura DBA per la valutazione della vulnerabilità sismica di un edificio scolastico, realizzato tra il 1969 e il 1975 in un sito caratterizzato da una accelerazione di picco orizzontale pari a 0,24g e una probabilità di superamento del 10% in 75 anni.
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High flexural strength and stiffness can be achieved by forming a thin panel into a wave shape perpendicular to the bending direction. The use of corrugated shapes to gain flexural strength and stiffness is common in metal and reinforced plastic products. However, there is no commercial production of corrugated wood composite panels. This research focuses on the application of corrugated shapes to wood strand composite panels. Beam theory, classical plate theory and finite element models were used to analyze the bending behavior of corrugated panels. The most promising shallow corrugated panel configuration was identified based on structural performance and compatibility with construction practices. The corrugation profile selected has a wavelength equal to 8”, a channel depth equal to ¾”, a sidewall angle equal to 45 degrees and a panel thickness equal to 3/8”. 16”x16” panels were produced using random mats and 3-layer aligned mats with surface flakes parallel to the channels. Strong axis and weak axis bending tests were conducted. The test results indicate that flake orientation has little effect on the strong axis bending stiffness. The 3/8” thick random mat corrugated panels exhibit bending stiffness (400,000 lbs-in2/ft) and bending strength (3,000 in-lbs/ft) higher than 23/32” or 3/4” thick APA Rated Sturd-I-Floor with a 24” o.c. span rating. Shear and bearing test results show that the corrugated panel can withstand more than 50 psf of uniform load at 48” joist spacings. Molding trials on 16”x16” panels provided data for full size panel production. Full size 4’x8’ shallow corrugated panels were produced with only minor changes to the current oriented strandboard manufacturing process. Panel testing was done to simulate floor loading during construction, without a top underlayment layer, and during occupancy, with an underlayment over the panel to form a composite deck. Flexural tests were performed in single-span and two-span bending with line loads applied at mid-span. The average strong axis bending stiffness and bending strength of the full size corrugated panels (without the underlayment) were over 400,000 lbs-in2/ft and 3,000 in-lbs/ft, respectively. The composite deck system, which consisted of an OSB sheathing (15/32” thick) nailed-glued (using 3d ringshank nails and AFG-01 subfloor adhesive) to the corrugated subfloor achieved about 60% of the full composite stiffness resulting in about 3 times the bending stiffness of the corrugated subfloor (1,250,000 lbs-in2/ft). Based on the LRFD design criteria, the corrugated composite floor system can carry 40 psf of unfactored uniform loads, limited by the L/480 deflection limit state, at 48” joist spacings. Four 10-ft long composite T-beam specimens were built and tested for the composite action and the load sharing between a 24” wide corrugated deck system and the supporting I-joist. The average bending stiffness of the composite T-beam was 1.6 times higher than the bending stiffness of the I-joist. A 8-ft x 12-ft mock up floor was built to evaluate construction procedures. The assembly of the composite floor system is relatively simple. The corrugated composite floor system might be able to offset the cheaper labor costs of the single-layer Sturd-IFloor through the material savings. However, no conclusive result can be drawn, in terms of the construction costs, at this point without an in depth cost analysis of the two systems. The shallow corrugated composite floor system might be a potential alternative to the Sturd-I-Floor in the near future because of the excellent flexural stiffness provided.
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A lo largo de la post-convertibilidad el esquema de los ganadores y perdedores entre los grandes grupos económicos 'pertenecientes al sector servicios, financiero, agro-industrial, industrial, petrolero-minero' se fue redefiniendo. Este trabajo de cuenta de tales cambios a partir de considerar los estudios sociales más importantes sobre el tema, que incluyen tanto el problema de la crisis de la convertibilidad como la nueva situación de los grandes grupos económicos y el Estado durante la post-convertibilidad. De esta manera es de suponer como necesario comenzar con una conceptualización de la crisis de la convertibilidad y sus consecuencias, para entender la situación y los problemas que debieron solucionar los grandes grupos económicos y el Estado a comienzos de la post-convertibilidad para impulsar un proceso de crecimiento económico sostenido. Así las dicotomías presentes entre los trabajos que priorizan, por un lado, la lucha entre fracciones, y, por otro, el peso de la crisis, nos servirá para dicho fin. En segundo lugar se analizaran los diferentes trabajos que explican, de diversas maneras, la nueva situación en que se encontraron -y se encuentran- las fracciones de la burguesía, y su relación con las funciones del Estado a lo largo de la post-convertibilidad. De aquí saldrán los principales insumos para pensar el rol del Estado -bajo un nuevo tipo de arbitraje- y las acciones de los grandes grupos económicos, ambos condicionados por la crisis de la convertibilidad y el mercado mundial. Con las conceptualizaciones aceptadas, se analizará la acción de los grandes grupos económicos y las funciones del Estado para un caso específico: los grandes grupos económicos de las empresas privatizadas y su relación con el nuevo tipo de arbitraje estatal en la post-convertibilidad, según dos periodos diferentes. Y, se redefinirá el esquema de ganadores y perdedores para tal caso, teniendo como elemento distintivo la relación de las empresas privatizadas y los subsidios
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El artículo tiene como finalidad explorar las transformaciones en las estructuras estatales cordobesas entre 1930 y 1955 en el proceso de conformación del Estado intervencionista. Para ello, el trabajo se propone, eludiendo la perspectiva centrada en los cambios y continuidades producidos en las políticas públicas durante esos años, reconocer la existencia dos lógicas diferentes en la construcción estatal. Mientras la dirigencia de los años treinta se caracterizó por promover la multiplicación de las funciones e intervenciones estatales, durante los gobiernos peronistas se propició el crecimiento, complejización y diferenciación de la estructura burocrática provincial. El trabajo se realizó mediante el relevamiento de estadísticas, memorias, documentación administrativa, normativas y debates emanados de los poderes ejecutivos y legislativos cordobeses y de la prensa periódica de la época
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A lo largo de la post-convertibilidad el esquema de los ganadores y perdedores entre los grandes grupos económicos 'pertenecientes al sector servicios, financiero, agro-industrial, industrial, petrolero-minero' se fue redefiniendo. Este trabajo de cuenta de tales cambios a partir de considerar los estudios sociales más importantes sobre el tema, que incluyen tanto el problema de la crisis de la convertibilidad como la nueva situación de los grandes grupos económicos y el Estado durante la post-convertibilidad. De esta manera es de suponer como necesario comenzar con una conceptualización de la crisis de la convertibilidad y sus consecuencias, para entender la situación y los problemas que debieron solucionar los grandes grupos económicos y el Estado a comienzos de la post-convertibilidad para impulsar un proceso de crecimiento económico sostenido. Así las dicotomías presentes entre los trabajos que priorizan, por un lado, la lucha entre fracciones, y, por otro, el peso de la crisis, nos servirá para dicho fin. En segundo lugar se analizaran los diferentes trabajos que explican, de diversas maneras, la nueva situación en que se encontraron -y se encuentran- las fracciones de la burguesía, y su relación con las funciones del Estado a lo largo de la post-convertibilidad. De aquí saldrán los principales insumos para pensar el rol del Estado -bajo un nuevo tipo de arbitraje- y las acciones de los grandes grupos económicos, ambos condicionados por la crisis de la convertibilidad y el mercado mundial. Con las conceptualizaciones aceptadas, se analizará la acción de los grandes grupos económicos y las funciones del Estado para un caso específico: los grandes grupos económicos de las empresas privatizadas y su relación con el nuevo tipo de arbitraje estatal en la post-convertibilidad, según dos periodos diferentes. Y, se redefinirá el esquema de ganadores y perdedores para tal caso, teniendo como elemento distintivo la relación de las empresas privatizadas y los subsidios
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El artículo tiene como finalidad explorar las transformaciones en las estructuras estatales cordobesas entre 1930 y 1955 en el proceso de conformación del Estado intervencionista. Para ello, el trabajo se propone, eludiendo la perspectiva centrada en los cambios y continuidades producidos en las políticas públicas durante esos años, reconocer la existencia dos lógicas diferentes en la construcción estatal. Mientras la dirigencia de los años treinta se caracterizó por promover la multiplicación de las funciones e intervenciones estatales, durante los gobiernos peronistas se propició el crecimiento, complejización y diferenciación de la estructura burocrática provincial. El trabajo se realizó mediante el relevamiento de estadísticas, memorias, documentación administrativa, normativas y debates emanados de los poderes ejecutivos y legislativos cordobeses y de la prensa periódica de la época
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A lo largo de la post-convertibilidad el esquema de los ganadores y perdedores entre los grandes grupos económicos 'pertenecientes al sector servicios, financiero, agro-industrial, industrial, petrolero-minero' se fue redefiniendo. Este trabajo de cuenta de tales cambios a partir de considerar los estudios sociales más importantes sobre el tema, que incluyen tanto el problema de la crisis de la convertibilidad como la nueva situación de los grandes grupos económicos y el Estado durante la post-convertibilidad. De esta manera es de suponer como necesario comenzar con una conceptualización de la crisis de la convertibilidad y sus consecuencias, para entender la situación y los problemas que debieron solucionar los grandes grupos económicos y el Estado a comienzos de la post-convertibilidad para impulsar un proceso de crecimiento económico sostenido. Así las dicotomías presentes entre los trabajos que priorizan, por un lado, la lucha entre fracciones, y, por otro, el peso de la crisis, nos servirá para dicho fin. En segundo lugar se analizaran los diferentes trabajos que explican, de diversas maneras, la nueva situación en que se encontraron -y se encuentran- las fracciones de la burguesía, y su relación con las funciones del Estado a lo largo de la post-convertibilidad. De aquí saldrán los principales insumos para pensar el rol del Estado -bajo un nuevo tipo de arbitraje- y las acciones de los grandes grupos económicos, ambos condicionados por la crisis de la convertibilidad y el mercado mundial. Con las conceptualizaciones aceptadas, se analizará la acción de los grandes grupos económicos y las funciones del Estado para un caso específico: los grandes grupos económicos de las empresas privatizadas y su relación con el nuevo tipo de arbitraje estatal en la post-convertibilidad, según dos periodos diferentes. Y, se redefinirá el esquema de ganadores y perdedores para tal caso, teniendo como elemento distintivo la relación de las empresas privatizadas y los subsidios
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El artículo tiene como finalidad explorar las transformaciones en las estructuras estatales cordobesas entre 1930 y 1955 en el proceso de conformación del Estado intervencionista. Para ello, el trabajo se propone, eludiendo la perspectiva centrada en los cambios y continuidades producidos en las políticas públicas durante esos años, reconocer la existencia dos lógicas diferentes en la construcción estatal. Mientras la dirigencia de los años treinta se caracterizó por promover la multiplicación de las funciones e intervenciones estatales, durante los gobiernos peronistas se propició el crecimiento, complejización y diferenciación de la estructura burocrática provincial. El trabajo se realizó mediante el relevamiento de estadísticas, memorias, documentación administrativa, normativas y debates emanados de los poderes ejecutivos y legislativos cordobeses y de la prensa periódica de la época
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In the Standard EHE 08, for the first time, durability acquires the status of Limit State. Article 8 provides that the term Durability limit state, produced by physical and chemical actions, different loads and actions of structural analysis, which can degrade the concrete and reinforcement to unacceptable limits. The verification of this limit state can be done through a procedure set out in the provisions of the Standard. This procedure is based on the use of tables that, depending on the aggressiveness of the environment in which the structure is the concrete strength and the life of the project, setting the quality of the concrete cover (minimum thickness and maximum water cement ratio of concrete used) and the maximum crack width. This procedure, simple in its application, provides highly secure solutions. In addition, on Annex 9, the Standard EHE 08 offers models for testing the durability limit state in cases of corrosion of reinforcement due to carbonation of concrete or entry of chloride ions. The results obtained with these models are tighter than those obtained with the procedure of the articles. In this paper we use both methods in the study of reinforced concrete structures with potential problems of corrosion of reinforcement due to carbonation of concrete. Later checking the results obtained by both procedures. Results demonstrate that the use of the models listed in Annex 9 of Standard EHE 08 offer cheaper solutions than those obtained using the procedure of the articles
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Los puentes arco de fábrica representan una parte importante del inventario de puentes en España y en Europa. De aquí, la importancia cuantitativa de estas estructuras y el interés que representa tanto para las Administraciones, organismos públicos y privados como para la sociedad en general, mantener estos puentes en servicio. Para poder alargar su vida útil, aún más si cabe, se plantea imprescindible llevar a cabo una labor de conservación y mantenimiento adecuada. La importancia de la evaluación estructural de los puentes de fábrica se basa en la conveniencia de conocer el comportamiento estructural tanto en condiciones de servicio como en agotamiento. El comportamiento en Estado Límite Último ha sido estudiado en profundidad y como resultado, la seguridad frente a agotamiento ha quedado definida con cierta confianza. Sin embargo, el comportamiento en Estado Límite de Servicio no es tan conocido. Se considera necesaria una revisión del concepto de ELS en puentes arco de fábrica puesto que muchos de ellos, cumpliendo las comprobaciones establecidas para ELU, presentan daños asociados a las actuales condiciones de explotación existentes actuales. El presente trabajo se enmarca dentro de un proyecto que está llevando a cabo la UIC (Union Internationale de Chemins de Fer) desde 2004. El objetivo general del mismo es conocer el comportamiento de los puentes arco de fábrica y mejorar los métodos de evaluación, mantenimiento y reparación existentes. Con este estudio, se pretende contribuir a mejorar la caracterización del comportamiento en servicio de estas estructuras. Para ello se ha realizado un análisis del estado tensional de la bóveda y el relleno estudiando la influencia de la configuración geométrica de los puentes y las propiedades de los materiales que los componen. Entender el funcionamiento de estas estructuras y conocer sus peculiares características ha sido el paso previo al desarrollo del estudio. Para ello, se ha acudido al minucioso trabajo desarrollado por diversos autores, desde los primeros análisis mediante la línea de presiones hasta los actuales métodos basados en elementos finitos. En primer lugar, se ha realizado un estudio paramétrico de diferentes configuraciones geométricas. El objetivo es comprobar la influencia de las dimensiones absolutas y las relaciones existentes entre las mismas en el comportamiento en servicio de los puentes. A continuación, se ha estudiado la influencia de las propiedades mecánicas de los rellenos rígido y granular (modificando su módulo de deformabilidad) en el estado tensional de la bóveda y el propio relleno. Para las dos etapas anteriores se emplea un modelo simplificado de puente arco de fábrica. A continuación, se crea un modelo más completo del mismo, para estudiar la influencia de las propiedades mecánicas del substrato de cimentación en el comportamiento estructural en servicio de la estructura. El objetivo final de este trabajo fin de máster, es conocer el comportamiento en servicio de los puentes arco de fábrica, para poder establecer las variables que condicionan el mismo. El siguiente paso en este campo de estudio, consiste en fijar unos valores límite para las mismas. Como síntesis de las conclusiones obtenidas, se menciona que el comportamiento estructural de los puente arco de fábrica, en mayor o menor medida, está influenciado por su geometría y las propiedades de los rellenos y substrato de cimentación que forman parte del mismo. Masonry arch bridges represent an important part of the total bridges, both in Spain and Europe. For this reason, these structures are so important in terms of quantity. They play an essential role for public administration and people in general. In order to remain those bridges serviceable, suitable inspections and repairs are required. It is necessary to have knowledge of the bridge condition so that an assessment can be made with confidence. It is therefore necessary to check that bridges behave properly under Ultimate Limit State criterion and Serviceability Limit State criterion. ULS has been studied thoroughly and as result, requirements under collapse are well described. However, structural behaviour under conditions of serviceability is not well evaluated. Serviceability Limit State criterion should be redefined for masonry arch bridges assessment. This is because many bridges that fulfil SLS criterion have damages. The purpose of this work is to take part in the improvement of assessment under serviceability. A vault and fill structural behaviour analysis has been performed from two points of view: geometry of the bridge and materials’ properties. The starting point was learning about masonry arch bridges behaviour and their special features. For this task, a revision of several authors’ thorough study has been made, from the line of thrust analysis to the current finite element analysis. Firstly, a parametric study of typologies of bridge has been made. The aim is to know how vault and fill behaviour changes modifying both absolute dimensions and relation between them. In the next step, a study of both surface fill and backfill properties has been done. The aim is to know how vault and fill behaviour changes modifying Young’s modulus. The principal conclusion achieved along this work is that the structural behaviour of masonry bridges depends of the bridge geometry and its material properties.