Sökning: "förankring"

Visar resultat 1 - 5 av 53 avhandlingar innehållade ordet förankring.

  1. 1. Förankring och Dialog : Kraftspelet mellan planering och demokrati

    Författare :Juan Velásquez A.; Gunnel Forsberg; Irene Molina; Stockholms universitet; []
    Nyckelord :SOCIAL SCIENCES; SAMHÄLLSVETENSKAP; SAMHÄLLSVETENSKAP; SOCIAL SCIENCES; anchorage; dialog; Action theories; planning; situated knowledge; postcolonial theory; phronesis; system-world; life-world; place-politics; Alby; förankring; dialog; handlingsteorier; planering; situerad kunskap; postkolonial teori; fronesis; systemvärld; livsvärld; platspolitik; Alby; Afianzamiento; dialogo; teorias de accion; planeación; conocimiento situacionado; teoria postcolonial; fronesis; mundo de la vida; mundo del sistema; politica placial; Alby; Human geography; Kulturgeografi;

    Sammanfattning : This thesis is a human geography study of how local planners prepared, implemented and followed up a dialogue with the inhabitants in Alby, a multicultural community. The planners based their work on the ambition that everything that is done to develop Alby should be anchored among the residents in a democratic manner. LÄS MER

  2. 2. Externally unbonded post-tensioned CFRP tendons : a system solution

    Författare :Anders Bennitz; Luleå tekniska universitet; []
    Nyckelord :ENGINEERING AND TECHNOLOGY; TEKNIK OCH TEKNOLOGIER; TEKNIK OCH TEKNOLOGIER; ENGINEERING AND TECHNOLOGY; CFRP; prestress; tendon; external; unbonded; anchorage; beams; Civil engineering and architecture - Building engineering; CFRP; förspänning; vajer; utanpåliggande; icke vidhäftande; förankring; Samhällsbyggnadsteknik och arkitektur - Byggnadsteknik; Structural Engineering; Konstruktionsteknik;

    Sammanfattning : The introduction of Fibre Reinforced Polymers (FRP) to the civil engineering market in the late 1980s resulted in the emergence of a range of new tools for rehabilitating and strengthening concrete structures. Strengthening using FRPs is typically accomplished using non-prestressed externally bonded FRPs. LÄS MER

  3. 3. Lokal förankring och global räckvidd : En studie av teknikutveckling i svensk maskinindustri : [a study of technological development in the Swedish machinery industry]

    Författare :Staffan Larsson; Uppsala universitet; []
    Nyckelord :SOCIAL SCIENCES; SAMHÄLLSVETENSKAP; SAMHÄLLSVETENSKAP; SOCIAL SCIENCES; Social and economic geography; Agglomeration theory; technology; innovations; inter-firm relations; local embeddedness; firm performance; machinery industry; Kulturgeografi; Human geography; Kulturgeografi; kulturgeografi; Social and Economic Geography;

    Sammanfattning : Taking its point of departure in the proliferating literature on the localised nature of learning and innovation processes, this thesis sets out to answer the question whether locally embedded firms are more innovative than other firms. The thesis is based on a questionnaire that in the autumn of 1995 was sent to firms producing machinery. LÄS MER

  4. 4. Unga människor med rörelsehinder : förankring, marginalisering och social exkludering

    Författare :Munir Dag; Christian Kullberg; Lars Oscarsson; Rafael Lindqvist; Örebro universitet; []
    Nyckelord :SOCIAL SCIENCES; SAMHÄLLSVETENSKAP; SAMHÄLLSVETENSKAP; SOCIAL SCIENCES; Disability; physical disability; barriers; work; social support; social relations.; Social work; Socialt arbete; Social Work; Socialt arbete;

    Sammanfattning : The aim of the thesis was to describe the specific barriers young people with disabilities experience in their ambition to get a job. The aim was also to investigate how these young people’s social and economic situation has been affected by their disability. LÄS MER

  5. 5. Shear in Concrete Structural Elements Subjected to Dynamic Loads

    Författare :Johan Magnusson; Anders Ansell; Mikael Hallgren; Richard Malm; Jaap Weerheijm; KTH; []
    Nyckelord :ENGINEERING AND TECHNOLOGY; TEKNIK OCH TEKNOLOGIER; Dynamic load; initial response; shear failure; shear capacity; numerical simulations; bond; shear span; support reactions; Dynamisk last; initial respons; skjuvbrott; skjuvkapacitet; numeriska simuleringar; förankring; skjuvspännvidd; upplagsreaktioner; Civil and Architectural Engineering; Byggvetenskap;

    Sammanfattning : Concrete structural elements subjected to severe dynamic loads such as explosions at close range may cause shear failures. In the Oklahoma City bombing in 1995 two concrete columns on the ground level were reported to have failed in shear. LÄS MER