Zobrazeno 1 - 10
of 101
pro vyhledávání: '"Pietro G Gambarova"'
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
Publikováno v:
fib Bulletins ISBN: 9782883941649
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::44a978cccdb4b48a1278df22c29e012b
https://doi.org/10.35789/fib.bull.0106.ch02
https://doi.org/10.35789/fib.bull.0106.ch02
The mechanical behaviour of three bed-fixing mortars (one reference cement-lime mortar, cube strength ≈ 5 MPa and two cement mortars, cube strength ≈ 10 and 15 MPa) is investigated in this project in ordinary conditions and after being heated to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2b054af579aad0bea566de7919207efd
http://hdl.handle.net/11311/1209340
http://hdl.handle.net/11311/1209340
The unknown a priori position of bond-related joints in the strut-and-tie systems used in reinforced-concrete modelling is determined in this paper by developing a simple model concerning a single stiff and strong deformed bar (tie), that is embedded
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e595761f0cb6676f1f281fd7d2da24d2
http://hdl.handle.net/11311/1171402
http://hdl.handle.net/11311/1171402
The ultimate behavior and bearing capacity of undercut fasteners installed in heat-damaged concrete are investigated in this paper in which the results of a rather comprehensive research pr...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::16680e49c5b5492b4acf801157d71045
http://hdl.handle.net/11311/1171401
http://hdl.handle.net/11311/1171401
Publikováno v:
Journal of Structural Fire Engineering. 9:94-107
Purpose This study aims to provide a factual justification of the extension to fire conditions of the well-known design models for the calculations of R/C members at the ultimate limit state in shear and torsion. Both solid and thin-walled sections a
Publikováno v:
ACI Structural Journal. 116
Publikováno v:
Cement and Concrete Composites. 73:42-53
Sprayed concrete (shotcrete) is well known as a reliable and effective material for rock stabilization, fire proofing of metallic structures and jacketing of R/C members. Shotcrete structural applications, however, have been so far very limited mainl
Publikováno v:
Key Engineering Materials. 711:706-713
Directly-or indirectly-supported R/C slabs are frequently used in the covers of small-to-medium underground facilities, where the service loads are often rather limited, but very severe loads cannot be ruled out in accidental situations.To have fresh
Publikováno v:
Materials and Structures. 48:3657-3673
Corner spalling in fire and tension stiffening past a fire are addressed in this paper by investigating reinforced and unreinforced prismatic specimens in the former case, and by testing reinforced tension members in the latter case. An experimental