Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Susanne Gmainer"'
Autor:
Herbert A. Mang, Johannes Kalliauer, Susanne Gmainer, Bernhard Pichler, Josef Eberhardsteiner, Thomas Schlappal, Markus Vill
Publikováno v:
Engineering Structures. 208:109861
Concrete hinges are monolithic necks in reinforced concrete structures. The serviceability limit states addressed herein refer to the open question how to limit tolerable relative rotations as a function of the compressive normal force transmitted ac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::efd844a91c86fd168e4088b8f628f87f
https://doi.org/10.1016/j.engstruct.2019.109861
https://doi.org/10.1016/j.engstruct.2019.109861
Publikováno v:
Materials and Structures
Existing design guidelines for concrete hinges consider bending-induced tensile cracking, but the structural behavior is oversimplified to be time-independent. This is the motivation to study creep and bending-induced tensile cracking of initially mo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4af5652cfb0c03e2db0acad0dc202977
http://europepmc.org/articles/PMC5700241
http://europepmc.org/articles/PMC5700241
Publikováno v:
Structural Concrete. 15:281-291
This article explains the process of developing a new method, called the balanced lift method, for constructing bridges based on an alternative to the bridge construction techniques used nowadays. The most common methods of building bridges are those
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d60ddc2ef36ee08e6bf586549164f57c
https://doi.org/10.1002/suco.201400024
https://doi.org/10.1002/suco.201400024
Publikováno v:
Structural Concrete. 13:42-50
In a bridge construction process, where large concrete elements are rotated with the aid of strand lifting units (lowering of arch halves, balanced lift method), the tendons have to be deviated over saddles with small radii of curvature. Since inform
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::971fc35b9b1eaed6ec2d71029d68b889
https://doi.org/10.1002/suco.201100027
https://doi.org/10.1002/suco.201100027
Autor:
Joost Walraven, Susanne Gmainer
Publikováno v:
Beton-und Stahlbetonbau, 109 (1), 2014
Der Eurocode 2 (EN 1992-1-1) beschäftigt sich mit der Bemessung und Konstruktion von Stahlbeton- und Spannbetontragwerken. Eine eingehende Betrachtung und der Vergleich der nationalen Anhänge sind notwendig, um die Unterschiede der national festgel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::598e858601374e23a1f76ac54cc79689
http://resolver.tudelft.nl/uuid:19be287e-ce54-430f-9b83-a447ebf944ae
http://resolver.tudelft.nl/uuid:19be287e-ce54-430f-9b83-a447ebf944ae
