Zobrazeno 1 - 10
of 52
pro vyhledávání: '"Dieter Jungwirth"'
Publikováno v:
Beton- und Stahlbetonbau. 103:304-317
Der herkommliche Stahlbetonbau wird durch ein neuartiges, innovatives Stahlbetondruckglied erweitert. Es kommt ein von der Annahutte entwickelter Gewindestahl SAS 670/800 bis Durchmesser 75 mm, mit Muffenverbindungen und Endankern zur Anwendung. Dies
This book is based on Reinforced Concrete-Prestressed Concrete, Volume 2, Accounting for the Effects of Creep and Shrinkage on the Behavior of Structural Systems by Hubert Rusch and Dieter Jungwirth, which appeared in German in 1976. Even then, it wa
Autor:
Shoji Shirahama, P. Brevet, Erik Mellier, C. Gläser, Hans van Beurden, Alain Chabert, Andor Windisch, Larry Krauser, Werner Brand, Dieter Jungwirth, Ulf Nürnberger, Toshiro Tiger Kido, Hans Rudolf Ganz
Publikováno v:
fib Bulletins ISBN: 9782883941045
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a9cdd3f1fffce32628734db1a91904e5
https://doi.org/10.35789/fib.bull.0064
https://doi.org/10.35789/fib.bull.0064
Autor:
Paul B. Mockford, Vittorio Valentini, Hans Rudolf Ganz, Frederick F. Hunt, Ulf Nürnberger, P. Y. Manjure, André Demonté, Yasuharu Mikami, Tom W. Twardzik, Dieter Jungwirth, Tsutomu Zaiki, Pierre Boitel, Shingo Taniyama, Günter Hampejs, Niklaus Winkler
Publikováno v:
fib Bulletins ISBN: 2883940517
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::442d1a85acf8d89e5a7b0be783796e94
https://doi.org/10.35789/fib.bull.0011
https://doi.org/10.35789/fib.bull.0011
Autor:
Reiner Saul, Dieter Jungwirth
Publikováno v:
Stahlbau. 80:215-215
Publikováno v:
Creep and Shrinkage ISBN: 9781461254263
As a rule, it is not necessary to know the modulus of elasticity of concrete Ec with precision in order to determine the stresses and action effects caused by loads. It is enough to use the approximations according to Section 3.1.4. However, it is an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e235028320c3630bc91219f4ae608407
https://doi.org/10.1007/978-1-4612-5424-9_8
https://doi.org/10.1007/978-1-4612-5424-9_8
Publikováno v:
Creep and Shrinkage ISBN: 9781461254263
In order to facilitate an understanding of the effect that creep and shrinkage have on a given structure, it is useful to break down the stresses and action effects1 occurring in a reinforced concrete structure into the following groups: Load-induced
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ce1a90992c33d36ca59e622a7c783fd
https://doi.org/10.1007/978-1-4612-5424-9_2
https://doi.org/10.1007/978-1-4612-5424-9_2
Publikováno v:
Creep and Shrinkage ISBN: 9781461254263
If the creep deformation is expressed in terms of the ratio ϕ = ɛc/ɛe, i.e., the creep strains under constant stress ɛc and the elastic strain ɛe,while shrinkage is expressed in terms of the shrinkage strain ɛs, the foregoing explanations about
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6e4d7460602ee82f544ad0bcb63dc2c0
https://doi.org/10.1007/978-1-4612-5424-9_5
https://doi.org/10.1007/978-1-4612-5424-9_5
Publikováno v:
Creep and Shrinkage ISBN: 9781461254263
Most constraints of this type are unintentional, such as the result of non-uniform foundation settlements. They are very markedly reduced by creep. This is desirable in the case of settlement, but it is undesirable in those cases where the constraint
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::50ad2ecd8c64663f0bc3abc9f0b078eb
https://doi.org/10.1007/978-1-4612-5424-9_21
https://doi.org/10.1007/978-1-4612-5424-9_21
Publikováno v:
Creep and Shrinkage ISBN: 9781461254263
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b6f218edde12396e22b544c95e66e759
https://doi.org/10.1007/978-1-4612-5424-9_9
https://doi.org/10.1007/978-1-4612-5424-9_9