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Publikováno v:
CivilEng, Vol 2, Iss 2, Pp 385-395 (2021)
During the last decades, different technologies to anchor steel elements in concrete were proposed. The present work presents the results of a preliminary investigation of a new connection characterized by single steel plates that are directly bonded
Externí odkaz:
https://doaj.org/article/7655f0a518b7415f9f3cc0df0edaab4e
Autor:
Angelo Marchisella, Giovanni Muciaccia
Publikováno v:
Applied Sciences, Vol 12, Iss 14, p 7153 (2022)
This paper focuses on the evaluation of bi-axial shear demand for reinforced concrete (RC) beam–column joints assuming: (i) the SPEAR frame as a benchmark; and (ii) different structural analysis methods which share the same seismic input. A numeric
Externí odkaz:
https://doaj.org/article/b9ef2458c6ab44dbb6ffb48c0f186775
Autor:
Giovanni Muciaccia
Publikováno v:
Frontiers in Built Environment, Vol 7 (2021)
In precast concrete buildings, connections play a key role. Among them and especially in industrial buildings, the ability to transfer a shear force from the beam to the column is often left to steel bars (often a single one) that act as dowels. Desp
Externí odkaz:
https://doaj.org/article/5c56a1c4c9494ad6bfafcb6fa864ea13
Autor:
Angelo Marchisella, Giovanni Muciaccia
Publikováno v:
Earthquake Engineering & Structural Dynamics.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::09f279360fe8ebfc3be245d933791678
https://doi.org/10.1002/eqe.3921
https://doi.org/10.1002/eqe.3921
Autor:
Angelo Marchisella, Giovanni Muciaccia
The issue of reinforced concrete (RC) beam--column joints in existing frames, built without regards on seismic provisions, is considerably actual. In fact, beam--column failure has been often mentioned as one of the causes of buildings' collapses pos
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97e0b27b338c1c301805c70cd6253d45
https://doi.org/10.21203/rs.3.rs-2864128/v1
https://doi.org/10.21203/rs.3.rs-2864128/v1
Autor:
Giovanni Muciaccia
Publikováno v:
fib Bulletins ISBN: 9782883941649
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8431b62db9210f325378eb086b8db2fc
https://doi.org/10.35789/fib.bull.0106.ch12
https://doi.org/10.35789/fib.bull.0106.ch12
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:
Challenging Glass Conference Proceedings, Vol 6, Iss 1 (2018)
Cold bent glass is nowadays of primary importance both for industrial and civil applications. In fact, thin glass with a maximum thickness of 1.5 mm is often part of a wide range of technological devices and architectural surfaces (e.g. touchscreens,
Externí odkaz:
https://doaj.org/article/4ed5968954dc44d0adfb69da3332a7b9
Autor:
Giovanni Muciaccia
Publikováno v:
Structural Concrete.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::755bd2d3bcd5109eb39ea22397f49163
https://doi.org/10.1002/suco.202200746
https://doi.org/10.1002/suco.202200746