Perception de soi et de l’accumulation d’objets chez les personnes présentant des comportements de Hoarding.

L’objectif principal de cette recherche est de comprendre la signification de l’accumulation d’objets pour la personne présentant des comportements de hoarding. Dans une perspective constructiviste, nous utilisons la construction empirique de la théorie afin d’analyser 8 entrevues. Les théories d’Erving Goffman et d’Howard Becker sur la stigmatisation et la culture d’exclusion nous permettent de comprendre et d’analyser la construction des liens sociaux chez les personnes présentant des comportements de hoarding. De même, l’application de l’approche d’Elkaïm à cette problématique nous permet de comprendre un des principaux défis de l’intervention auprès de cette population, la double contrainte. L’analyse nous permet de distinguer 3 profils de hoarder. Ce travail s’inscrit sous un paradigme encore jamais utilisé pour comprendre la problématique du hoarding et propose une compréhension propre au travail social, différente du modèle médical qui prédomine actuellement dans l’intervention et la littérature scientifique.

L'interaction entre le droit civil et le droit du travail : le rôle du contrat dans l'accès aux régimes de protection des travailleurs

L’interrelation entre le droit civil et le du droit du travail présente multiples facettes. Le présent mémoire traite de l’une des manifestations de cette interaction, soit du recours à l’appareil contractuel pour donner ouverture à l’application de certaines lois de protection des travailleurs dans la sphère provinciale au Québec. L’accès aux lois du travail étant réservé aux personnes qui possèdent le statut de « travailleur » ou de « salarié » au sens de ces lois, la façon dont ces notions sont définies par le législateur est importante. Nous étudions dans notre texte l’incidence que le recours à la notion de contrat de travail peut avoir dans ce contexte. Dans la première partie du mémoire, nous étudions le rôle du droit civil dans le développement du droit du travail. Nous nous penchons sur l’existence d’un ensemble de droits et d’obligations rattaché au rapport de travail indépendamment de la volonté des parties. Ensuite, nous présentons les deux fondements possibles du rapport visé par les lois du travail, soit la thèse contractuelle et celle fondée sur la « relation du travail », ainsi que la façon dont elles sont reçues au Québec et ailleurs. Dans la troisième partie de notre texte, nous examinons les effets pratiques d’appliquer les critères du droit des contrats lorsqu’il s’agit d’établir si une personne peut bénéficier des lois du travail à partir de l’analyse de certaines décisions jurisprudentielles. Nous nous penchons de façon plus particulière sur le traitement accordé par les tribunaux aux personnes qui occupent des emplois atypiques comme les travailleurs occasionnels, saisonniers et autonomes. Nous explorons également si une approche fondée sur la réalité factuelle, les particularités du travail en cause et les objectifs des lois d’ordre public peut constituer une piste de solution à la problématique que le recours à la figure contractuelle pour déterminer l’application des lois du travail soulève.

Etude des facteurs associés à la détresse psychologique lors de la transition des ainés vers la retraite

Les résultats ont été analysés à l'aide du logiciel SPSS

La culture matérielle de l’Auguste (1761) et le rapatriement de l’élite coloniale au sein de l’État moderne.

Ce mémoire porte sur l’étude de la culture matérielle de l’Auguste, un navire de cartel ayant fait naufrage en 1761 au nord-est de l’île du Cap-Breton, en Nouvelle-Écosse. La date de 1759 marque la conquête de la Nouvelle-France par l’Angleterre. La France perd donc un important territoire. À la suite de la capitulation de Montréal en 1760, un Régime militaire temporaire anglais est mis en place et entraîne le départ de plusieurs membres des classes dirigeantes de la colonie vers la France. Leur rapatriement est effectué au moyen de navires de cartel, c’est-à-dire des vaisseaux voyageant sous drapeau blanc et transportant des « prisonniers », leur famille et leurs avoirs. L’Auguste, un navire marchand d’appartenance britannique, est réquisitionné à Québec comme navire de cartel à l’automne 1761. Un mois après son départ, le navire s’échoue dans la baie d’Aspy et fait naufrage en emportant à la mort la majorité des passagers. Plus de deux siècles après ces événements tragiques, un partenariat entre Parcs Canada et des plongeurs locaux a mené à la réalisation de deux campagnes de fouilles archéologiques à la fin des années 1970 mettant au jour une collection de plus de quatre mille artefacts. L’analyse de cette culture matérielle comprend notamment la mise en contexte de l’histoire et de la découverte du navire et un classement des artefacts selon des catégories fonctionnelles liées à l’archéologie maritime. Les différents niveaux analytiques mènent ultimement à l’intégration des données archéologiques dans la compréhension du rapatriement des élites au sein de l’État moderne et à l’établissement de liens intéressants entre les familles nanties de la colonie et certains artisans de Nouvelle-France. L’étude de l’Auguste a finalement permis de mettre en lumière la fonction de cartel du navire et d’établir et l’organisation maritime d’un voyage transatlantique pour le transport de passagers.

Le droit à la réparation des lésions professionnelles des travailleurs soumis à une obligation de disponibilité : une analyse jurisprudentielle longitudinale

L’obligation de disponibilité du travailleur met en lumière un temps durant lequel le travailleur demeure à la disposition de son employeur malgré le fait qu’il n’accomplit pas concrètement sa prestation de travail, le temps de disponibilité. Conséquence de plusieurs phénomènes, notamment la mondialisation des marchés, la financiarisation de l’économie et l’essor des nouvelles technologies de l’information et de la communication, l’obligation de disponibilité est mal définie par les règles juridiques actuelles au Québec. Considérant cet état du droit, notre mémoire cherche à évaluer dans quelle mesure la Loi sur les accidents du travail et les maladies professionnelles capte l’obligation de disponibilité du travailleur. Pour ce faire, nous avons effectué une analyse quantitative et qualitative de la jurisprudence rendue par la Commission d’appel en matière de lésions professionnelles et la Commission des lésions professionnelles entre 1995 et 2014. Notre mémoire comporte trois volets. Sous un angle plus sociologique, nous voulions examiner si notre population de décisions nous permettait, d’une part, de constituer différentes manifestations-types de l’obligation de disponibilité et d’autre part, de discerner une progression dans le temps du nombre de décisions portant sur une obligation de disponibilité. Enfin, nous désirions examiner dans quelle mesure un travailleur victime d’une lésion durant une période de disponibilité peut se prévaloir des droits accordés par la L.a.t.m.p.. À l’aune de notre mémoire, plusieurs manifestations-types de l’obligation de disponibilité peuvent être en constituées en fonction du moment durant lequel elle se manifeste. L’obligation de disponibilité peut également être rattachée au statut de travailleur autonome. En outre, il semble que la reconnaissance de la lésion professionnelle du travailleur varie en fonction de ces manifestations-types. Cependant, nos résultats ne révèlent pas une progression dans le temps du nombre de décisions portant sur une obligation de disponibilité.

Aggression and accountability : how caregivers and law enforcers cope

Objectif. L’objectif est de comprendre comment les intervenants en relation d’aide et les agents des forces de l’ordre composent avec la violence au travail et le stress lié à l’imputabilité. Un cadre théorique basé sur l’identité professionnelle est proposé afin de comprendre la modulation de la santé psychologique au travail et testé via le Professional Quality of Life des intervenants en protection de la jeunesse. Les facteurs de prédiction de la banalisation de la violence au travail et des impacts psychologiques de cette banalisation sont également étudiés. Méthodologie. Un sondage mené auprès d’un échantillon représentatif constitué de 301 intervenants en protection de la jeunesse a permis d’examiner le Professional Quality of Life. Les effets de l’exposition à la violence en milieu de travail, à l’exposition au matériel traumatique et du stress lié à l’imputabilité sur la fatigue de compassion ont été analysés à l’aide d’équation structurelle. Les effets indirects attribuables au genre, au soutien organisationnel perçu, à l’adhésion à l’identité professionnelle, aux stratégies d’adaptation et à la confiance en ses moyens pour gérer un client agressif ont été mesurés. Pour l’examen des facteurs de prédiction de la banalisation de la violence au travail, les résultats d’un sondage mené auprès de 1141 intervenants en relation d’aide et des forces de l’ordre ont été analysés à l’aide de régression linéaire. L’analyse des réponses des 376 intervenants de cet échantillon ayant rapporté avoir été perturbé par un acte de violence au travail a permis de mesurer l’impact de la banalisation sur les conséquences psychologiques suite à une victimisation au travail. Les effets indirects attribuables à la banalisation de la violence ont été mesurés. Des analyses différenciées en fonction du sexe ont également été menées. Résultats. L’exposition à la violence, le sentiment d’imputabilité et l’évitement amplifiaient la fatigue de compassion chez les intervenants en protection de la jeunesse sondés. Les attitudes masculines, l’adhésion à l’identité professionnelle, la confiance en ses moyens pour gérer les clients agressifs l’atténuaient. Quant aux facteurs de prédiction de la banalisation de la violence au travail, les participants masculins étaient plus enclins que les femmes à la normaliser. Les agents des forces de l’ordre percevaient davantage la violence comme tabou que les intervenants en relation d’aide. Les facteurs organisationnels avaient tous un effet négatif sur le tabou entourant la violence au travail. Finalement, l’âge, les victimisations antérieures, les blessures graves et percevoir la violence au travail comme un tabou augmentaient le nombre de conséquences psychologiques suite à une victimisation. Les analyses différenciées en fonction du sexe ont identifié des facteurs de prédiction spécifiques aux hommes et aux femmes. Implications. Lors de déploiement de stratégies organisationnelles afin d’aider les employés à gérer avec les stress liés au travail, les organisations doivent considérer l’identité professionnelle de leur travailleur ainsi que des différences en fonction du sexe et du genre.

Les pratiques sociales à domicile auprès des aînés gais : entre divulgation et dissimulation de l’identité homosexuelle

La recherche portant sur les expériences reliées aux services sociaux et de santé chez les aînés gais reçoit une attention croissante; cependant, les expériences dans le contexte des services à domicile demeurent peu documentées. Les deux principaux objectifs de cette étude sont d’explorer le vécu des aînés gais recevant des services à domicile relativement à leurs stratégies identitaires et de décrire leurs besoins spécifiques en vue de l’adaptation des pratiques sociales à domicile. Les propos de six aînés gais ont été recueillis dans la région de Montréal par entrevues semi-dirigées. Les résultats montrent que les expériences des aînés recevant des services à domicile sont généralement satisfaisantes; parmi eux, certains se sont sentis stigmatisés, mais seulement dans de rares moments et nous ont rapporté avoir plutôt vécu des situations les rendant mal à l’aise. Les résultats présentent aussi une utilisation variée des quatre stratégies identitaires (divulgation active, divulgation passive, dissimulation passive, dissimulation active) d’après une adaptation du modèle d’Eliason et Schope (2001). Si des facteurs individuels et interactionnels ont influencé les stratégies des aînés, ce sont cependant des facteurs contextuels (le type de service d’aide à domicile, le temps, le contexte social immédiat) qui ont pris une importance significative. Enfin, diverses pistes d’action sont à explorer pour l’adaptation des pratiques sociales auprès de cette population, notamment à l’égard de la formation des intervenants sociaux et de la santé, de l’amélioration de l’organisation des services à domicile, du développement de ressources spécifiques et de la contribution du travailleur social auprès des minorités sexuelles âgées.

La réaction de stress physiologique à la violence au travail

Directeur(s) de thèse : Alain Marchand. M. Sc. Université de Montréal 2015. Comprend un résumé en anglais et en français. Disponible en format Adobe PDF.

Field Equilibrium Finite Elements for Structural Analysis

Many finite elements used in structural analysis possess deficiencies like shear locking, incompressibility locking, poor stress predictions within the element domain, violent stress oscillation, poor convergence etc. An approach that can probably overcome many of these problems would be to consider elements in which the assumed displacement functions satisfy the equations of stress field equilibrium. In this method, the finite element will not only have nodal equilibrium of forces, but also have inner stress field equilibrium. The displacement interpolation functions inside each individual element are truncated polynomial solutions of differential equations. Such elements are likely to give better solutions than the existing elements.In this thesis, a new family of finite elements in which the assumed displacement function satisfies the differential equations of stress field equilibrium is proposed. A general procedure for constructing the displacement functions and use of these functions in the generation of elemental stiffness matrices has been developed. The approach to develop field equilibrium elements is quite general and various elements to analyse different types of structures can be formulated from corresponding stress field equilibrium equations. Using this procedure, a nine node quadrilateral element SFCNQ for plane stress analysis, a sixteen node solid element SFCSS for three dimensional stress analysis and a four node quadrilateral element SFCFP for plate bending problems have been formulated.For implementing these elements, computer programs based on modular concepts have been developed. Numerical investigations on the performance of these elements have been carried out through standard test problems for validation purpose. Comparisons involving theoretical closed form solutions as well as results obtained with existing finite elements have also been made. It is found that the new elements perform well in all the situations considered. Solutions in all the cases converge correctly to the exact values. In many cases, convergence is faster when compared with other existing finite elements. The behaviour of field consistent elements would definitely generate a great deal of interest amongst the users of the finite elements.

Analytical Investigations 0n Collapse of Cylindrical Submarine Shells

Submarine hull structure is a watertight envelope, under hydrostatic pressure when in operation. Stiffened cylindrical shells constitute the major portion of these submarine hulls and these thin shells under compression are susceptible to buckling failure. Normally loss of stability occurs at the limit point rather than at the bifurcation point and the stability analysis has to consider the change in geometry at each load step. Hence geometric nonlinear analysis of the shell forms becomes. a necessity. External hydrostatic pressure will follow the deformed configuration of the shell and hence follower force effect has to be accounted for. Computer codes have been developed based on all-cubic axisymmetric cylindrical shell finite element and discrete ring stiffener element for linear elastic, linear buckling and geometric nonIinear analysis of stiffened cylindrical shells. These analysis programs have the capability to treat hydrostatic pressure as a radial load and as a follower force. Analytical investigations are carried out on two attack submarine cylindrical hull models besides standard benchmark problems. In each case, the analysis has been carried out for interstiffener, interdeepframe and interbulkhead configurations. The shell stiffener attachment in each of this configuration has been represented by the simply supported-simply supported, clamped-clamped and fixed-fixed boundary conditions in this study. The results of the analytical investigations have been discussed and the observations and conclusions are described. Rotation restraint at the ends is influential for interstiffener and interbulkhead configurations and the significance of axial restraint becomes predominant in the interbulkhead configuration. The follower force effect of hydrostatic pressure is not significant in interstiffener and interdeepframe configurations where as it has very high detrimental effect on buckling pressure on interbulkhead configuration. The geometric nonlinear interbulkhead analysis incorporating follower force effect gives the critical value of buckling pressure and this analysis is recommended for the determination of collapse pressure of stiffened cylindrical submarine shells.

Thermo-Structural Analysis of 3D Composites

Three dimensional (3D) composites are strong contenders for the structural applications in situations like aerospace,aircraft and automotive industries where multidirectional thermal and mechanical stresses exist. The presence of reinforcement along the thickness direction in 3D composites,increases the through the thickness stiffness and strength properties.The 3D preforms can be manufactured with numerous complex architecture variations to meet the needs of specific applications.For hot structure applications Carbon-Carbon(C-C) composites are generally used,whose property variation with respect to temperature is essential for carrying out the design of hot structures.The thermomechanical behavior of 3D composites is not fully understood and reported.The methodology to find the thermomechanical properties using analytical modelling of 3D woven,3D 4-axes braided and 3D 5-axes braided composites from Representative Unit Cells(RUC's) based on constitutive equations for 3D composites has been dealt in the present study.High Temperature Unidirectional (UD) Carbon-Carbon material properties have been evaluated using analytical methods,viz.,Composite cylinder assemblage Model and Method of Cells based on experiments carried out on Carbon-Carbon fabric composite for a temparature range of 300 degreeK to 2800degreeK.These properties have been used for evaluating the 3D composite properties.From among the existing methods of solution sequences for 3D composites,"3D composite Strength Model" has been identified as the most suitable method.For thegeneration of material properies of RUC's od 3D composites,software has been developed using MATLAB.Correlaton of the analytically determined properties with test results available in literature has been established.Parametric studies on the variation of all the thermomechanical constants for different 3D performs of Carbon-Carbon material have been studied and selection criteria have been formulated for their applications for the hot structures.Procedure for the structural design of hot structures made of 3D Carbon-Carbon composites has been established through the numerical investigations on a Nosecap.Nonlinear transient thermal and nonlinear transient thermo-structural analysis on the Nosecap have been carried out using finite element software NASTRAN.Failure indices have been established for the identified performs,identification of suitable 3D composite based on parametric studies on strength properties and recommendation of this material for Nosecap of RLV based on structural performance have been carried out in this Study.Based on the 3D failure theory the best perform for the Nosecap has been identified as 4-axis 15degree braided composite.

Investigations on Dezincification of Brass and Epoxy Coated Brass

Brasses are widely used as constructional materials in marine environment due to their anticorrosive,antifouling and mechanical properties.However, its resistance to corrosion and fouling may vary according to local marine environmental condition and the seasons.The dezincification of brass is one of the forms of selective corrosion which has attracted the attention of researchers for the last two decades.Many of the dezincification mechanistic studies have been performed in noncomplex media and hence their conclusions cannot be extended to esturine water,which is of great significance since brass is extensively used in marine environment.Inhibited α brasses are largely immune to dezincication and the effect of tin and arsenic addition to α/beta brasses is not so reliable in controlling the dezincification. There have been many cases of dezincification in duplex brasses in both freshwater and seawater.Though there is some protection methods such as inhibitors,electro deposition and electro polymerization,there is no reliable method of inhibiting the dezincification of two-phase brass.Organic coatings are effectively used for the protection metals due to their capacity to act a physical barrieer between the metal surface and corrosive environment.Hence,pure epoxy coating is selected for this as it has antocorrosiion effect on brass.The dezincification behaviour of brass of the present study has been highlighted in terms of corrosion rate,weight gain/loss,corrosion current and polarization resistence,open circuit potential,dezincification factor. The marine fouling as biomass on brass was assessed and presented in this thesis, The physicochemical properties of estuarine water were correlated with corrosion behaviour of brass.The deterioration of the brass subjected to the effect of estuarine water was also investigated as a measure of loss in mechanical properties such as tensile strength,yield strength,percntage elongation and percentage reduction in area.To validate dezincification data,visual observation,spot analysis,surface morphology before and after removal of corrosion products and corrosion product analysis were performed.The dezincification behavior of epoxy coated brass of the present study has beenhighlighted in terms of corrosion rate ,weight gain/loss,corrosion current and polarization resistance,open circuit potential.dezincification factor.The marine fouling as biomass on epoxy coated brass subjeted to the effect of estuarine water was also investigated as ameasure of loss in mechanical properties such as tensile strength,percentage elongation and percentage reduction in area.The results of dezincification behavior of brass and epoxy coated brass in Cochin estuary water has been presented and discussed.Attempt has been made to correlate the dezincification behavior of brass with epoxy coated brass.

Marine Engineering Training in India -A Pedagogic Introspection

Indian marine engineers are renowned for employment globally due to their knowledge, skill and reliability. This praiseworthy status has been achieved mainly due to the systematic training imparted to marine engineering cadets. However, in an era of advancing technology, marine engineering training has to remain dynamic to imbibe latest technology as well as to meet the demands of the shipping industry. New subjects of studies have to be included in the curriculum in a timely manner taking into consideration the industry requirements and best practices in shipping. Technical competence of marine engineers also has to be subjected to changes depending upon the needs of the ever growing and over regulated shipping industry. Besides. certain soft skills are to be developed and improved amongst the marine engineers in order to alter or amend the personality traits leading to their career success.If timely corrective action is taken. Indian marine engineers can be in still greater demand for employment in global maritime field. In order to enhance the employability of our mmine engineers by improving their quality, a study of marine engineers in general and class IV marine engineers in particular was conducted based on three distinct surveys, viz., survey among senior marine engineers, survey among employers of marine engineers and survey of class IV marine engineers themselves.The surveys have been planned and questionnaires have been designed to focus the study of marine engineer officer class IV from the point of view of the three distinct groups of maritime personnels. As a result of this, the strength and weakness of class IV marine engineers are identified with regard to their performance on board ships, acquisition of necessary technical skills. employability and career success. The criteria of essential qualities of a marine engineer are classified as academic, technical, social, psychological. physical, mental, emergency responsive, communicative and leadership, and have been assessed for a practicing marine engineer by statistical analysis of data collected from surveys. These are assessed for class IV marine engineers from the point of view of senior marine engineers and employers separately. The Endings are delineated and graphically depicted in this thesis.Besides. six pertinent personality traits of a marine engineer viz. self esteem. learning style. decision making. motivation. team work and listening self inventory have been subjected to study and their correlation with career success have been established wherever possible. This is carried out to develop a theoretical framework to understand what leads a marine engineer to his career attainment. This enables the author to estimate the personality strengths and weaknesses of a serving marine engineer and eventually to deduce possible corrective measures or modifications in marine engineering training in India.Maritime training is largely based on International Conventions on Standard of Training. Certification and Watch keeping for Seafarers 1995. its associated Code and Merchant Shipping (STCW for Seafarers) Rules 1998. Further, Maritime Education, Training and Assessment (META) Manual was subjected to a critical scrutiny and relevant Endings of thc surveys arc superimposed on the existing rule requirement and curriculum. Views of senior marine engineers and executives of various shipping companies are taken into account before arriving at the revision of syllabus of marine engineering courses. Modifications in the pattern of workshop and sea service for graduate mechanical engineering trainees are recommended. Desirable age brackets of junior engineers and chief engineers. use of Training and Assessment Record book (TAR Book) during training etc. have also been evaluated.As a result of the pedagogic introspection of the existing system of marine engineering training in India. in this thesis, a revised pattern of workshop training of six months duration for graduate mechanical engineers. revised pattern of sea service training of one year duration and modified now diagram incorporating the above have been arrived at. Effects of various personality traits on career success have been established along with certain findings for improvement of desirable personality traits of marine engineers.

Investigations on Structural response of Water Backed Perforated plates

The study envisaged herein contains the numerical investigations on Perforated Plate (PP) as well as numerical and experimental investigations on Perforated Plate with Lining (PPL) which has a variety of applications in underwater engineering especially related to defence applications. Finite element method has been adopted as the tool for analysis of PP and PPL. The commercial software ANSYS has been used for static and free vibration response evaluation, whereas ANSYS LS-DYNA has been used for shock analysis. SHELL63, SHELL93, SOLID45, SOLSH190, BEAM188 and FLUID30 finite elements available in the ANSYS library as well as SHELL193 and SOLID194 available in the ANSYS LS-DYNA library have been made use of. Unit cell of the PP and PPL which is a miniature of the original plate with 16 perforations have been used. Based upon the convergence characteristics, the utility of SHELL63 element for the analysis of PP and PPL, and the required mesh density are brought out. The effect of perforation, geometry and orientation of perforation, boundary conditions and lining plate are investigated for various configurations. Stress concentration and deflection factor are also studied. Based on these investigations, stadium geometry perforation with horizontal orientation is recommended for further analysis.Linear and nonlinear static analysis of PP and PPL subjected to unit normal pressure has been carried out besides the free vibration analysis. Shock analysis has also been carried out on these structural components. The analytical model measures 0.9m x 0.9m with stiffener of 0.3m interval. The influence of finite element, boundary conditions, and lining plate on linear static response has been estimated and presented. Comparison of behavior of PP and PPL in the nonlinear strain regime has been made using geometric nonlinear analysis. Free vibration analysis of the PP and PPL has been carried out ‘in vacuum’ condition and in water backed condition, and the influence of water backed condition and effect of perforation on natural frequency have been investigated.Based upon the studies on the vibration characteristics of NPP, PP and PPL in water backed condition and ‘in vacuum’ condition, the reduction in the natural frequency of the plate in immersed condition has been rightly brought out. The necessity to introduce the effect of water medium in the analysis of water backed underwater structure has been highlighted.Shock analysis of PP and PPL for three explosives viz., PEK, TNT and C4 has been carried out and deflection and stresses on plate as well as free field pressure have been estimated using ANSYS LS-DYNA. The effect of perforations and the effect of lining plate have been predicted. Experimental investigations of the measurement of free field pressure using PPL have been conducted in a shock tank. Free field pressure has been measured and has been validated with finite element analysis results. Besides, an experiment has been carried out on PPL, for the comparison of the static deflection predicted by finite element analysis.The distribution of the free field pressure and the estimation of differential pressure from experimentation and the provision for treating the differential pressure as the resistance, as a part of the design load for PPL, has been brought out.

Numerical Investigations on Soil Structure Interaction of Multistorey Frames

Frames are the most widely used structural system for multistorey buildings. A building frame is a three dimensional discrete structure consisting of a number of high rise bays in two directions at right angles to each other in the vertical plane. Multistorey frames are a three dimensional lattice structure which are statically indeterminate. Frames sustain gravity loads and resist lateral forces acting on it. India lies at the north westem end of the Indo-Australian tectonic plate and is identified as an active tectonic area. Under horizontal shaking of the ground, horizontal inertial forces are generated at the floor levels of a multistorey frame. These lateral inertia forces are transferred by the floor slab to the beams, subsequently to the columns and finally to the soil through the foundation system. There are many parameters that affect the response of a structure to ground excitations such as, shape, size and geometry of the structure, type of foundation, soil characteristics etc. The Soil Structure Interaction (SS1) effects refer to the influence of the supporting soil medium on the behavior of the structure when it is subjected to different types of loads. Interaction between the structure and its supporting foundation and soil, which is a complete system, has been modeled with finite elements. Numerical investigations have been carried out on a four bay, twelve storeyed regular multistorey frame considering depth of fixity at ground level, at characteristic depth of pile and at full depth. Soil structure interaction effects have been studied by considering two models for soil viz., discrete and continuum. Linear static analysis has been conducted to study the interaction effects under static load. Free vibration analysis and further shock spectrum analysis has been conducted to study the interaction effects under time dependent loads. The study has been extended to four types of soil viz., laterite, sand, alluvium and layered.The structural responses evaluated in the finite element analysis are bending moment, shear force and axial force for columns, and bending moment and shear force for beams. These responses increase with increase in the founding depth; however these responses show minimal increase beyond the characteristic length of pile. When the soil structure interaction effects are incorporated in the analysis, the aforesaid responses of the frame increases upto the characteristic depth and decreases when the frame has been analysed for the full depth. It has been observed that shock spectrum analysis gives wide variation of responses in the frame compared to linear elastic analysis. Both increase and decrease in responses have been observed in the interior storeys. The good congruence shown by the two finite element models viz., discrete and continuum in linear static analysis has been absent in shock spectrum analysis.