Zobrazeno 1 - 10
of 120
pro vyhledávání: '"Rolf Eligehausen"'
Autor:
Giovanni A. Plizzari, John Cairns, Giovanni Metelli, Maria Antonietta Aiello, Josipa Bošnjak, Giuseppe Centonze, Francesca Ceroni, Oan Chul Choi, Hajin Choi, Antonio Conforti, Dario Coronelli, David Darwin, Rolf Eligehausen, Nicola Fabris, Flora Faleschini, Alessandro P. Fantilli, Ignasi Fernandez, Pietro G Gambarova, Ghadir Haikal, Josef Hegger, Jan Hofmann, Kwang Yeon Kim, Hitesh Lakhani, Marianovella Leone, Andrés Lepage, Francesco Lo Monte, Karin Lundgren, Egidio Marchina, Konstantinos G. Megalooikonomou, Marianna Micallef, Giovanni Muciaccia, Stavroula J. Pantazopoulou, Maria Rosaria Pecce, Carlo Pellegrino, Julio A. Ramirez, Zila Rinaldi, Janna Schoening, Akanshu Sharma, John Silva, Mohammad Tahershamsi, Souzana P. Tastani, Francesco Tondolo, Robert L. Vollum, Samir Yasso, Kamyab Zandi, Mariano Angelo Zanini
Publikováno v:
fib Bulletins ISBN: 9782883941649
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c1b839840fa4a902f7ffd839dc82860f
https://doi.org/10.35789/fib.bull.0106
https://doi.org/10.35789/fib.bull.0106
Autor:
John Silva, Rolf Eligehausen
Publikováno v:
fib Bulletins ISBN: 9782883941649
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7280a60539df039b18ce4527891c6d04
https://doi.org/10.35789/fib.bull.0106.ch04
https://doi.org/10.35789/fib.bull.0106.ch04
Publikováno v:
Beton Kalender 2020. :293-408
Publikováno v:
Beton- und Stahlbetonbau. 115:36-44
Publikováno v:
Construction and Building Materials. 198:570-586
The lateral confinement provided by concrete cover and stirrups has a significant influence on the bond behavior of reinforcing bars. This paper presents a systematical study on the local bond stress-slip behavior of deformed steel bars based on test
In recent years, the use of post-installed anchors to connect the haunch elements with the structural members has been investigated proficiently. It represents a promising alternative for strengthening of joints of existing reinforce concrete (RC) st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2180c8a106694802f0bdf3e02225b0df
http://hdl.handle.net/11311/1177901
http://hdl.handle.net/11311/1177901
Publikováno v:
ACI Structural Journal. 117
Publikováno v:
ce/papers. 1:277-284
Publikováno v:
Structural Concrete. 18:893-901
The paper presents a new model for predicting the resistance of anchorages with supplementary reinforcement loaded in shear toward and perpendicular to the edge in case of reinforcement failure. The model is based on the evaluation of the results of
Publikováno v:
Structural Concrete. 18:153-163
The presence of supplementary reinforcement, in the form of edge reinforcement and stirrups, has a significant influence on the load-carrying capacity of the anchorage groups with multiple anchor rows loaded in shear perpendicular to the edge. The cu