Journal articles on the topic 'Intze type tank'

In present research we are analyse the RCC-beam using FEM software Ansys14.5 and comparing Without FRP Beam, CFRP, GFRP and KEVLAR laminates Reinforced Beams are made strong in flexure through the utilization of Fibre reinforced polymer (FRP) composites which are attached in their tension zones. In this study finite element method is used to study the deflection of rectangular Beam reinforced by FRP laminate composites at the top surface of the beam. In this study the FRP is CFRP, GFRP and KEVLAR. Ansys software is used for finite element modelling. In this study Without FRP beam and beam laminated with CFRP, GFRP and KEVLAR are compared on the basis of deformation and stresses. The variables in the finite element modelling are type of FRP and different length of FRP laminates. In this study it is observed that KEVLAR is provided more strength to the structure as compare to the Without FRP material, CFRP and GFRP laminated beam. The analytical concrete Beam model was generated using a FEM software program Ansys14.5. In Ansys14.5 software concrete Beam this is subjected to loading through vertical loading which are 953KN. Simulation results shows that There is 42.67% reduction in deformation for length of 13000mm KEVLAR laminate as compare to Without FRP concrete as compare to Without FRP Beam and There is 41% reduction in stresses for length of 13000mm KEVLAR laminate as compare to Without FRP concrete. KEVLAR provided more strength to the structure (Beam) and effective than Without FRP Beam, GFRP and CFRP reinforced material in reduction of deformation and stresses.

In the past, various methods and technological systems were used to supply water on industrial and other sites. In the early 19th century, Professor Otto Intze invented a new form of water reservoir that could be installed in a tower tank or even on the body of a chimney. This gave rise to a structure that had never been seen before – a chimney reservoir. The advantages of this structure resulted in it quickly becoming very popular, especially in the country in which it originated, Germany. The structure spread from the German Empire into other countries, including Austria-Hungary. The first chimney reservoir on the Czech territory originated in the late 19th century, the last structure of this type was built in 1962. Although their history was short, more than sixty distinctive structures of this kind were built in the Czech lands, the twenty-one of which that have survived to the present day can be described as a unique industrial heritage. This article outlines the origin and evolution of different types of chimney reservoirs and describes the structural and technological designs used for such structures on the territory of what is now known as the Czech Republic.

A 10 lac liters of Intz type water tank is considered for this thesis work. The structural size was decided on the basis of the various literates studied and considering practical site considerations. For this purpose, types of loads and their intensities were considered as per the particular Indian code such as IS 875 part-01 and 02 for dead load and live load and IS 1893 part 01 for seismic loading on water tank. As these loading and loading combinations undergoes a tedious manual calculations structural design software Staad Pro. will be used for analysis and design. After detailed analysis it is found that Change in seismic severity has significant effect on the beam reaction in horizontal X direction with no change in horizontal Z-direction. Changes in seismic severity does not affect the moment values of structure from zone II to Zone III but a slight change was observed between the values of Zone III and Zone IV in Horizontal X and Z direction. An Increase of 261.53 % in the intensity of absolute pressure was observed as the severity changes from low to high, thus reflecting the significance of seismic severity.

A 10lac liters of Intz type water tank is considered for this thesis work. The structural size was decided on the basis of the various literates studied and considering practical site considerations. For this purpose, types of loads and their intensities were considered as per the particular Indian code such as IS 875 part-01 and 02 for dead load and live load and IS 1893 part 01 for seismic loading on water tank. As these loading and loading combinations undergoes a tedious manual calculations structural design software Staad Pro. will be used for analysis and design. After detailed analysis it is found that Values of base reactions in horizontal direction due to seismic action increases drastically with 260 % from 53.93 in Zone II to 194.22 in Zone V, representing very high significance of change in seismic severity. Values of base reactions in vertical direction increases gradually with 52.57 % from 1957.08 Kn in Zone II to 2986.02 Kn in Zone IV, representing moderate significance of change in seismic severity. Values of base moments shows again shows drastic increase of 257.62 % from 139.74 Kn.m in Zone II to 499.74 Kn.m in Zone IVin horizontal direction. Whereas there is no such major change found in moments in vertical directions.

This article is devoted to discussing a new EU law institution which is about theindividual assessment of the specific needs of victims within the framework ofprotection. The issue is important since the institution for individual assessmentshould be implemented in the Polish system of law, but it also happens to invokemany controversies and misunderstandings. Most accurately it became accepted inthe Directive of the European Parliament and Council 2012/29/EU on 25 October2012, establishing minimum standards for the rights, support and protection ofvictims of crimes, thus replacing Council Framework Decision 2001/220/JHA. Therehad previously been talk about it in two other directives, namely Directive of theEuropean Parliament and Council 2011/36/EU from 5 April 2011 which was aboutpreventing human trafficking and combating it as well as protecting victims, whichreplaced Council Framework Decision 2002/629/JHA, and Directive of the EuropeanParliament and Council 2011/93/EU from 13 December 2011 on combating sexualabuse, the sexual exploitation of children and child pornography, which replacedCouncil Framework Decision 2004/68/JHA. An instrument closer to individualevaluation was also introduced by the European Council Convention for preventingand combating violence against women and domestic violence on 11 May 2011. Analysis of the regulations contained in these documents proved that victims ofcrimes have to be subjected to individual assessment every single time, the basis ofwhich are their personal qualities, type and character of the crime, as well as theirlocation. A particular weight is attached to ensuring the protection of the personalqualities of the victim. Individual assessment, on the one hand, should get confirmationif the given victim has specific needs, and if so, what kind of protection in criminalproceedings and support they need. On the other hand, it describes concrete means ofprotection and support as foreseen in the articles of the above-mentioned documents.So it is therefore best to adapt these means to specific needs.The discussed international documents prescribe always recognising a child asa person of specific needs, defining them as any person under 18 years of age. It alsoindicates that a person whose age cannot be confirmed, but for whom there are reasonsto believe they are a child, should be considered a child. For children that are victims ofcrimes, they also anticipate a wider catalogue of measures than for adult victims withspecific needs. An analysis of Polish law regulations has been made against a background ofsolutions accepted in international law acts. The analysis included in its particularscovers issues such as the problem of informing the victim about their entitlement torights, professional preparation of people who have contact with them on a professionalbasis, confirmation of special protection measures for the victims in criminal proceedings, appointment of procedural curators for harmed minors to preventconflicts of their interests with those of people who have parental custody or care overthem. Also referenced were solutions introduced by the act from 28 November 2014 about protection and aid for victims and witnesses, as well as the “Blue Card” procedurecarried out during interventions in situ undertaken in relation to family violence. Also discussed were the questionnaires prepared by the Ministry of Justice tocarry out the evaluations of specific needs of victims – this is part of the scope of thespecialist help they are meant to provide non-governmental organisations supportingvictims as well as within the scope of sharing special means for protection during criminal proceedings. It turned out that a significant majority of Polish legal normsand practices do not conform to international standards in the discussed field. With fullcertainty, institutions of individual assessment have not yet been implemented in Polish legislation, while the achieved undertakings appear insufficient. One can even say thatthey have only been pretending to aim to implement them. A specific objection is thefailure to achieve any activities aimed at ensuring a uniform standard of protectionfor all children. So children are held using current regulations under which the levelof their protection is dependent on their age and the type of criminal victimisationexperienced. Nor was there a separate category of victim with special needs in terms of protection. So special protection methods are still only given to victims of crimesof a sexual nature, as classified in articles 197 to 199 of the Criminal Code. In place ofthis, regulations ought to be introduced enabling specific methods of interrogating allvictims with special protection needs. Nor does it take into account the will of victimsabout the use of certain measures that they agree with subjectively

Reinforced concrete tanks are used liquid containing vessels. Such tanks can be ground supported tanks ground storage reservoir and high ground level storage reservoir or elevated water tanks may be referred as elevated storage reservoir .Although most design codes provide guidelines for rectangular and cylindrical tanks, no guidance is provided in EBCS codes for Elevated water tanks. For the analysis and designing the Intze tank along with the EBCS code, ACI code and IS code is used. Therefore, this thesis is study the behavior and design of this type of tanks. In this study membrane analysis isused to find the meridionalthrustandhoopstress calculation at various components of the Intze tank.

This Paper deals with the layout and designing of Intze Tank, Circular Tank, and Rectangular Tank with stagingusing dynamic analysis. It concludes the low in cost layout inside which it includes the structural design, evaluation of shape which may be used for element estimation of this type of water tank i.e. Intze Tank, Circular Tank, Rectangular Tank and modeling is carried out by using finite element analysis base software STAAD PRO. Evaluation of tanks is about the analysis and design of sub structure and super structure. The layout of liquid retaining structure considering theentire economic system of the tank as an objective feature of the tank.Elevated water tanks are one of the most essential inside the daily requirement. This Paper is concerned with the overall performance in cost of water tank under seismic load as in keeping with IS 1893(part1):2002ZONE II. The consequences acquired from the analysis are as compared and the conclusions are drawn.

RC intze water tanks are constructed for storage and suppling of water through a certain height with adequate pressure of water distribution. Many overhead water tanks affected due to certainty like earthquake that can induce large lateral forces. So, there is a necessity to Understand and examine the behavior of intze tank supported on framing in context to different soil types under the seismic forces. This paper evaluates the experimental output of seismic analysis that compares shear and moments at base for different seismic zone (II, III, IV, V) in different type of soil conditions.

RC intze water tanks are constructed for storage and suppling of water through a certain height with adequate pressure of water distribution. Many overhead water tanks affected due to certainty like earthquake that can induce large lateral forces. So, there is a necessity to Understand and examine the behavior of intze tank supported on framing in context to different soil types under the seismic forces. This paper evaluates the experimental output of seismic analysis that compares shear and moments at base and also hydrodynamic pressure at wall and base slab for various seismic zone and different type of soil condition at different staging heights.

<strong>Elevated water tanks are one of the most important lifeline structures in earthquake prone regions. The major cities a nd also in rural areas . The elevated water tank is an integral part of water supply scheme,these structure has large mass concentrated at the top of slender supporting structures are especially vulnerable to horizontal forces due to earthquake. All over t he world,the elevated water tanks were collapsed or heavily damaged during the earthquake because of unsuitable design of supporting system or wrong selection of supporting system underestimated demand or strength. So it is very important to select proper supporting system and also need to study the response of elevated Intz water tank to dynamic forces by both equivalent static or dynamic method and to find out the design parameters for seismic analysis. It is also necessary to consider the sloshing effec t on container roof slab. This sloshing of water considerably different the parametric value used in design and economical in construction. This paper present the study of seismic performance of the elevated water tank for various seismic zones of India fo r various heights and capacity of elevated water tanks for different soil condition on earthquake forces.</strong> <strong>https://www.ijiert.org/paper-details?paper_id=140130</strong>

Under de senaste decennierna har flera länder förbjudit farliga hundraser, och i Norge är sex raser förbjudna då de anses som farliga. Förbud mot farliga hundar uttrycker en tanke om att farlighet kan förhindras, och omvandlar något som i princip är okontrollerbart och ohanterligt till identifierbara individer. Vad som gör en hund farlig är dock inte självklart, och ”farliga hundar” är ett ämne fullt av paradoxer. År 1930 var det schäfer och dobermann som ansågs som farliga i Norge, medan det idag är ”kamphundar” som utgör de farliga hundarna. Denna artikel tar sin utgångspunkt i norska lagberedningar som behandlar temat farliga hundar från 1930 till idag med utgångspunkt i en tanke om att farliga hundar inte existerar i sig själva, utan skapas genom att lagstiftningen kopplar Sammandrag – Artiklar Elore 1/2013 26 farlighet till andra element. Mot bakgrund av teori om styrningsmentalitet och Carol Bacchis ”vad är problemet representerat att vara”-metod för policyanalys (wpr), identifieras de konceptuella premisserna som verkar innanför lagstiftningens definitioner av farliga hundar som farliga hundraser. Genom den tidsperiod som beskrivs i artikeln har ”farliga hundar” i norsk lagstiftning inte bara ändrat rastillhörighet – ”farlighet” har också gått från en fråga om hundars beteende till att bli en fråga om stamtavlor, DNA, utseende och ägare. Detta är både en konsekvens och en bekräftelse av ett tänkesätt där ”hund” i ökande grad tänks som ”ras”, där negativa egenskaper förstås som medfödda, ärftliga och synliga, och där man förutsätter ett samband mellan vissa typer av hundar och vissa typer av människor. Trots att förbud mot farliga hundar definierar hundar som inte får existera har dessa åtgärder också påverkat kontrollen av ”vanliga hundar”, och författaren argumenterar för att ”farliga hundar” fungerar som en diskursiv knutpunkt som också möjliggör styrning och disciplinering av ”vanliga hundar” och deras ägare genom interaktion mellan myndigheterna och Norsk Kennel Klub. Definitionerna av farliga hundar i lagar och förordningar har fått kennelklubben att ta ansvar för utbildning av hundägare, kennelklubben har varit en viktig faktor i att göra klubbens system för avel, märkning och registrering till politiska teknologier för kontroll av hundpopulationen, och den har varit ett viktigt element i skapandet av subjektspositionen ”den ansvarsfulla hundägaren”, en ägare som själv tar ansvar för att kontrollera sina hundar genom registrering, koppel och dressyr.