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Czy Y wystarczy kartek na zapisanie jej historii? Ogawa pisze niezwykle elegancko i subtelnie. Paperbackpages. Published May by Wydawnictwo W. To see what your friends thought of this book, please sign up.

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Lists with This Book. This book is not yet featured on Listopia. Ce livre est une perle!! Le roman le plus original que Ce livre est une perle!!

余白の愛 [Yohaku no ai]

Le roman le plus original que j’ai lu jusqu’ici! Dec 02, Szara rated it it was amazing Shelves: Die bedeutsame und Raum margdn Stille in diesem zarten, klaren Roman hallt noch lang im Leser wieder.

Der Nachhall der Erinnerungen ist ein Thema, das Ogawa meisterhaft umgesetzt und eingefangen hat, ohne es breitzutreten oder zu laut heraus zu posaunen.

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Sinceshe has published more than twenty works of yoki and nonfiction.

Yoko Ogawa

Her novel The Professor and his Beloved Equation has been made into a movie. She works by accumulation of detail, a technique that is perhaps more successful in her shorter works; the slow pace of development in the longer works requires something of a deus ex machina to end them. The reader is presented with an acute description of what the protagonists, mostly but not always female, observe and amorew and their somewhat alienated self-observations, some of which is a reflection of Japanese society and especially women’s roles within in it.

The tone of her works varies, across the works and sometimes within the longer works, from the surreal, through the grotesque and the–sometimes grotesquely–humorous, to the psychologically ambiguous and even disturbing. Trivia About Amours En Marge.

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Clasificación de fracturas y luxaciones AO Eponyms were rampant— Colles fracture is an exam- ple used to designate diverse patterns. PDF | Fractures name vs classifications | ResearchGate, the professional network for scientists. Colles fracture: transverse extra-articular fracture with dorsal angulation; Smith fracture: transverse fracture with palmar angulation; Barton fracture · chauffeur.

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They consist of a fracture of the distal radial metaphyseal region with dorsal angulation and impaction, but without the involvement of the articular surface.

This article describes radiographic features to check for and possible complications. They are particularly common in patients with osteoporosisand as such, they are most frequently seen in elderly women.

The relationship between Colles fractures and osteoporosis is strong enough that when an older male patient presents with a Colles fracture, he should be investigated for osteoporosis because his risk of a hip fracture is also elevated 1. Younger patients who sustain Colles fractures have usually been involved in high impact trauma or have fallen, e. Most Colles fractures are secondary to a fall on an outstretched hand FOOSH with a pronated forearm in dorsiflexion the position one adopts when trying to break a forward fall.

The proximal row of the carpus particularly the lunate and scaphoid transfer energy to the distal radius, both in the dorsal direction and along the long axis of the radius. Most fractures are therefore dorsally angulated and impacted.

A number of classification systems exist for distal forearm fractures. One of the more popular is the Frykman classification systemalthough it fails to distinguish between Smith and Colles fractures as it is based on AP radiographs As such, in clinical practice, the use of the term Colles fracture with an appropriate description of any associated injuries is sufficient in most instances. Plain films usually suffice, although if there is a concern of intra-articular extension, then CT may be beneficial.

The plain radiographic series often comprises an AP and a lateral view; however, it is not uncommon fractuda an oblique view to be included.

Fractura De Colles Tratamiento

The fracture appears extra-articular and usually proximal to the radioulnar joint. Dorsal angulation of the distal fracture fragment is present to a variable degree as opposed to volar angulation of a Smith fracture. There is also usually impaction with resultant shortening of the radius. In addition to noting the presence of a fracture a number of features should be sought and commented upon:. The vast majority of Colles fractures can be treated with closed reduction and cast immobilisation. The cast extends from below the elbow to the metacarpal heads and holds the wrist somewhat flexed and in ulnar deviation 4 – for those of you familiar with Australian rules football; this position is reminiscent of the position adopted when holding a ball in preparation for a kick.

This cast is clasifucacion as a Colles claaificacion 4. You can also scroll through stacks with your mouse wheel or the keyboard arrow keys. Unable to process the form.

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Distal radial fracture | Radiology Reference Article |

Teaching Atlas of Musculoskeletal Imaging. Read it at Google Books – Find it at Amazon. Edit article Share article View revision history. Synonyms or Alternate Spellings: Colles’ fracture Colles fractures. Support Radiopaedia and see fewer ads. Case 1 Case 1.

Revista Trauma – Volumen 24, número 3

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Case 5 Case 5. Case 6 Case 6.

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toukokuu Toward a Contingent Project Governance Framework”, CRGP Governance. Uuden hallintatavan jäsentyminen, Juvenes Print, Tampere, s. marraskuu Area of expertise: City and regional development, leadership and institutional entrepreneurship, innovation systems. Field of research. Governance of chemical risks in the KiRa sector as a practical example .. 1 From the book ‘Governance’ Uuden hallintatavan jäsentyminen (edited by. Karppi .

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Universities and Regional Hallitnatavan Development: Engaging with the Periphery.

Abingdon ja New York: Smart specialization and place leadership: Regional Studies, Regional Science 5 1 jesntyminen, Sotarauta Markku, Suvinen Nina. Institutional Agency and Path Creation: Institutional Path from Industrial to Knowledge City. New Avenues for Regional Innovation Systems: Making sense of leadership in urban and regional development. Regional Studies 51 2 Understanding regional innovation policy dynamics: Actors, agency and learning. Environment and Planning C: Politics and Space 35 4 Politics and Space An actor-centric bottom-up view of institutions: Combinatorial knowledge dynamics through the eyes of institutional entrepreneurs and institutional navigators.

Leadership and the City: Regions and Cities Leading a Fundamentally Detuned Choir: The Policy and Leadership Challenges: Edwar Elgar Publishing, Place leadership, governance and power.

Administration 64 Sotarauta Markku, Beer Andrew. Governance, Agency and Place Leadership: Lessons from a Cross National Analysis. Sotarauta Markku, Heinonen Tuomo.

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The Triple Helix model and the competence set: Triple helix 3, 8. Territorial knowledge leadership in policy networks: A peripheral region of South Ostrobothnia, Finland as a case in point.

The social dynamics of innovation networks. Institutional entrepreneurship, power, and knowledge in innovation systems: Institutionalization of regenerative medicine in Tampere, Finland. In Carayannis Elias G. Encyclopedia hallintaatavan Creativity, Invention, Innovation and Entrepreneurship. Sotarauta Markku, Kosonen Kati-Jasmin.

Customized innovation policies and the regions: European Urban and Regional Studies 20 2 Environment and planning C: Hallintaavan and policy 30 5 Knowledge leadership for resilient regions: Leadership and change in sustainable regional development. Regions and cities Leadership and sustainable regional development.

Sotarauta Markku, Ruokolainen Olli ed. Performance, Policies and Prospects – Scientific Report. Sotarauta Markku, Saarivirta Toni. Strategy development in knowledge cities revisited – the roles of innovation strategy in Helsinki Metropolitan Jsentymiben explored. Innovation and knowledge creation in regional economies: Knowledge bases, modes of innovation and regional innovation policy: A theoretical re-examination with illustrations from the Nordic countries.

Sotarauta Markku, Pulkkinen Riina. Institutional Entrepreneurship for Knowledge Regions: European Planning Studies 19 7 Eriksson A, Caniels M.

Regional innovation Policy in Transition: Regional development and regional networks: The role of regional development officers in Finland. European Urban and Regional Studies 17 4 Geoforum 40 5 Societal and Economic Engagement of Universities in Finland: Higher Education Management and Policy 20 2 Economic policy from an evolutionary perspective: The case of Finland. International Journal of Entrepreneurship and Innovation Management 7 Sotarauta M, Kautonen, M. Understanding Innovative Economies and Future Resilience.

Futures 38 3 In Sagan, I, Halkier, H. Institution, Society and Governance: Urban and Regional Planning and Development Series.

Vererõhk võib põhjustada emakaversiooni tooni suurenemist

Tales of resilience from two Finnish cities: Self-renewal capacity at the heart of strategic adaptation. Rebalancing the social and economic learning, partnership and place, Reflections from South Ostrobothnia, Finland. Strategic adaptation to the knowledge economy in less favoured regions: Regional Economies as Jsentyjinen Laboratories: European Planning Studies 10 5 Polycentric Development and Urban Networking: Teaching Futures-Seeking Policy Process.

Futures Studies in Higher Education: Some Reflections from CityWeb of Tampere. In Zimmermann, Janschitz ed. Regional Policies in Europe: Key Opportunities for Regions in the 21st Century: The Case of Raisio Town. Competitiveness of regions in the Polish and European perspective: American Behavioral Scientist 42 3 European Planning Studies 6 5 Finnish Regional Policy in Transition:

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23401 3GPP PDF

(3GPP TS version Release 12). TECHNICAL The cross reference between GSM, UMTS, 3GPP and ETSI identities can be found under. Descriptor and Table of Contents (1 of 40) for 3GPP TS – General Packet Radio Service (GPRS) enhancements for Evolved Universal Terrestrial Radio. 3GPP TS Numbering, Addressing and Identification 3GPP CT WG4 access 3GPP SA WG2 3GPP TS.

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General Versions Responsibility Related. Under change control Type: Technical specification TS Initial planned Release: Action date Action Author. No records to display. SA 2 Secondary responsible groups: Stage 2 BB II: Meetings Version Upload date Comment. – /ftp/specs/archive/23_series/23.401/

Version created with approved Updated with approved CRs at Updated with approved CRs aft Updated with CRs approved at Created from version MCC correction to 3gppp posi Update with approved CRs at T Specification has been successfully withdrawn. Specification withdrawal has failed.

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Click to see all versions of this specification. Remarks 1 Creation date Author Remark. History Action date Action Author. Spec Type Title Status Prime grp. 3ggpp

Provisioning of IP-based multimedia services. Multimedia Broadcast and Multicast Service. Evolution of Policy Control and Charging. General Packet Radio Service.

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Stage 3 for QoS mechanisms. Deleted – Architecture enhancements for non-3GPP accesses. Stage 3 for Session management, bearer control and QoS aspects. Stage 3 for security aspects of LTE Access.


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ACI 376-10 PDF

ACI R Uploaded by. Ronald Millán Gonzales · ACI 10 Concrete Structures for the Containment of Refrigerated Liquefied Gases. Uploaded by. Any body have this couments ACI Code Req for Design & Constr of Conc Structures for the Containment of Refrigerated Liquefied Gases & Commentary. Code Requirements for Design and Construction of Concrete Structures for the Containment of Refrigerated Liquefied Gases (ACI ) and Commentary.

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Published on Dec View 81 Download 4. This materialmay not be reproduced or copied, in whole or part, in any printed, mechanical, electronic, film, or otherdistribution and storage media, without the written consent of ACI. The technical committees responsible for ACI committee reports and standards strive to avoid ambiguities,omissions, and errors in these documents. In spite of these efforts, the users of ACI documents occasionallyfind information or requirements that may be subject to more than one interpretation or may beincomplete or incorrect.

Proper use of this document includes periodically checking for errata atwww.

ACI committee documents are intended for the use of individuals xci are competent to evaluate thesignificance and limitations of its content and recommendations and who will accept responsibility for theapplication of the material it contains. Individuals who use this publication in any way assume all risk andaccept total responsibility for the application and use of this information.

All information in this publication is provided as is without warranty of any kind, either express or implied,including but not limited to, the implied warranties of merchantability, fitness for a particular purpose ornon-infringement. ACI and its ack disclaim liability for damages of any kind, including any special, indirect, incidental,or consequential damages, including without limitation, lost revenues or lost profits, which may resultfrom the use of this publication.

It is the responsibility of the user of this document to establish health and safety practices appropriate tothe specific circumstances involved with its use. ACI does not make any representations with regard tohealth and safety issues and the use of this document.

The user must determine the applicability of allregulatory limitations before applying the document and must comply with all applicable laws and regulations,including but not limited to, United States Occupational Safety and Health Administration OSHA healthand safety standards. Task Group Chair, responsible for preparing Introduction and Chapter 1.

Task Group Chair, responsible for preparing Chapter 4. Task Group Chair, responsible for preparing Chapters 5, 6, and 7.

Task Group Co-Chair, responsible for preparing Chapter 8. Task Group Chair, responsible for preparing Chapter Task Group Co-Chair, responsible for reviewing and editing entire report. ACI Committee Reports, Guides, Manuals, and Commentaries are intended for guidance in planning, designing, executing, and inspecting construction. This Commentary is intended for the use of individuals afi are competent to evaluate the significance and limitations of its content and recommendations and who will accept responsibility for the application of the material it contains.

The American Concrete Institute disclaims any and all responsibility for the stated principles. The Institute shall not be liable for any loss or damage sci therefrom.

Reference to this Commentary shall not be made in contract documents. CopyrightAmerican Concrete Institute.

All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by any electronic or mechanical device, printed or written or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors.

That Committee is responsible for NFPA 59A, which is an internationally recognized standard governing the production, storage, and handling of one particular refrigerated liquefied gas, LNG, at an operating temperature of F. NFPA 59A contains provisions for the use of reinforced concrete and prestressed concrete for two principal applications: However, the usefulness of these references to NFPA 59A is somewhat limited by the fact that none of these references provide guidelines specifically tailored to the use of concrete at cryogenic temperatures.

The most common use of reinforced concrete and prestressed concrete in cryogenic storage applications is for secondary containment around metal primary storage tanks.

Installations were built in North America and in Europe during the s through s with prestressed concrete primary containment. Renewed interest in the use of concrete for primary containment and the need for a code that addressed secondary concrete containment led to the development of this Code. Henceforth in this document, the term concrete is used to denote both conventionally reinforced and prestressed concrete.

This Code is not applicable to the design of membrane tanks because construction and detailing requirements are not included.

A membrane tank has a non-self-supporting thin layer membrane inner tank that is supported through insulation by an outer tank. With appropriate additional engineering analysis and justification, portions of acl Code may be applied to the structural design of concrete outer tank of a membrane tank using both primary and secondary tank criteria.

ACI 10 Concrete Structures for the Containment of Refrigerated Liquefied Gases

However, lower product temperatures could also be used, provided appropriate additional engineering analysis and justification is performed for each proposed application.

The design of the liner should consider: Liners, except for sacrificial liners, must be ductile at all design temperatures. 367-10 containment, double containment, and full containment concepts as illustrated aco figures A. A concrete bund wall is an open-top cylindrical wall serving as the outer boundary of an impounding area surrounding a single-containment RLG storage tank.

In a double containment tank system, the primary container is normally a single-containment RLG storage tank, with a vapor-tight shell and roof, designed to contain, under normal 376-01 conditions, both the refrigerated liquid and the associated vapors. In the system, the secondary container is often an open top concrete wall that serves two basic functions: In a full containment tank system, the primary container is designed to contain the refrigerated liquid under normal operating conditions.

In this system, the secondary container is a vapor-tight wall with a vapor-tight roof that spans over the inner tank. The roof may be metal, concrete, or a composite of the two materials. Under normal operating conditions, the secondary container provides protection to the primary container from external loads. Under accidental-spill conditions, the secondary container also contains the leakage from the primary container and contains or controls the vapor generated from such leakage.

The plan shall include: Procedures for exercising control of fabrication and construction. Required acii and tests. Inspection and test procedures. The design-build contractor normally has responsibility for developing details of the quality assurance plan and quality control.

Mill certificates demonstrating conformity with ASTM or other applicable standards for metal, and concrete and grout components. Certification of axi to standards and specifications from material suppliers. Truck batch tickets for ready-mixed concrete, and results of field and laboratory tests for concrete and grout placed at the site.

Weld procedure specifications used for welding of reinforcement, plate, and structural steel. Qualifications of welders, shotcrete nozzlemen, and inspectors sci other personnel performing tests and inspections.

All documentation should be furnished in a paper and electronic format. The Owner should maintain these documents through the life of the facility or as required by 3766-10 agencies. Records of all test results shall be preserved, and disposition of failed materials documented. In all cases of partial hydrotesting the entire inside surface of the primary container above the hydrostatic test fill level needs to be tested with other methods to confirm liquid tightness.

The supplemental techniques should: Cracks that do not self-heal will need to ai repaired using an appropriate procedure. The test for liquid tightness by hydrotest also determines structural integrity of both the bottom of the wall and the critical wall to base joint. The foundation design is governed by the hydrotest. The hoop prestressing requirements, however, are usually not governed by the hydrotest. Unless otherwise specified, anchor tightening shall be performed: Anchorages shall be visually inspected before and after testing.

Use of clean seawater for hydrotesting of primary lined or unlined concrete or metal containers is permitted, but at a minimum the following criteria shall be met whether using potable, brackish, or 37-610 for the hydrotest: Corrosion inhibitors may impact disposal options of test water, and should consider local environmental regulations for discharge. The use of seawater as the liquid for the hydrotest in RLG tanks poses a unique set of challenges. Brackish or seawater contains substances that can cause corrosion during the acj if proper precautions are not taken.

It should be noted that axi chloride content less than 50 ppm is difficult to achieve. Previously primed abraded areas shall also be repaired and re-primed; d All internal sci columns, stilling wells, 376–10, internal piping, fittings, attachments, guides, etc. Any primer that cannot be demonstrated to have the required adhesion performance shall be stripped after the hydrotest.

The primer used for coating shall have proven adhesive performance characteristics suitable for 376-0 exposures to cryogenic conditions or must be stripped off after the hydrotest. In some instances, the hydrotest water will be maintained in the tank for an extended period to consolidate the soil.

It may also be left in the tank to wait for the hydrotest of another tank.

In these instances, the Engineer shall make special provisions. ASTM G46 should be used for evaluating the effects or potential for pitting corrosion.

International Concrete Abstracts Portal

ASTM G16 may be used for applying statistical analysis to corrosion data. The procedure to be used, areas to be tested, and the acceptable corrosion and pitting limits should be agreed upon by the Engineer, Owner and Contractor before the hydrotest is performed, subject to the criteria of The tank shall be dried immediately after washing.

Proper operation shall be confirmed by: A fail-safe system for example, U-tube should be provided to prevent excessive development of pressure or vacuum. Verifying proper functioning of the relief valve system includes, but is not limited to, ensuring that the pressure drop in the sensing line does not cause premature reseating of the valves.

After the tank is commissioned, routine individual in-place testing of the tank relief and vacuum breaker valves should be in accordance with plant operating procedures. A second high-pressure rinse with potable water shall be applied after the brushing operation. When settlement monitoring exceeds predefined values, the Engineer shall be notified immediately. Additionally, at a minimum, settlement data should be collected at the following construction milestones: Inclinometers, if installed, should be surveyed at the same time as defined previously.

The set point of controls shall be calibrated with a dead weight tester. The pump wells design pressure shall be at least the maximum pump discharge pressure. Should a continuing 376-110 in pressure be experienced during initial introduction of LNG, it 367-10 become necessary to interrupt the flow of LNG while continuing the supply of pressurizing gas. However, in certain instance, such as in a case of the cool-down abort listed in paragraph Minimum positive tank pressure not xci than 0.

The pressure should be maintained until cool-down spraying starts. Alternate means for maintaining tank pressure should be provided. The rate of cooling during this stage should follow the criteria for cool-down so as to avoid excessive temperature gradients in the concrete inner wall.

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