Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Fabio Solarino"'
Publikováno v:
Buildings, Vol 7, Iss 4, p 116 (2017)
This paper examines the dynamic behaviour of timber framed buildings under wind and dynamic loads, focusing on the role of connections being experimentally tested. The main aim of this manuscript is to analyze the in-service dynamic behaviour of a se
Externí odkaz:
https://doaj.org/article/cdaaf70d3d714c21ae5ee2fd7bb42416
Autor:
Abide Aşıkoğlu, Jennifer D’Anna, Rafael Ramirez, Fabio Solarino, Antonio Romanazzi, Maria Pia Ciocci, Nicoletta Bianchini
Masonry buildings of historical centres are usually organized within aggregates, whose structural performance against seismic actions is challenging to predict and constitutes still an open issue. The SERA—AIMS (Seismic Testing of Adjacent Interact
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f943546d54fb57fd9f075662ebccef6c
https://hdl.handle.net/10447/590352
https://hdl.handle.net/10447/590352
Publikováno v:
Engineering Structures. 283:115791
Autor:
Fabio Solarino, Linda Giresini
Publikováno v:
Earthquake Engineering & Structural Dynamics. 50:3602-3622
Publikováno v:
Bulletin of Earthquake Engineering. 19:2265-2289
This paper presents an innovative anti-seismic device for controlling the out-of-plane rocking motion of masonry walls with traditional tie-rods, called LInear COntrolled Rocking Device (LICORD). LICORD is a low-impact box connected to the extremity
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
The corner mechanism in masonry structures is one of the out-of-plane modes that may frequently occur under dynamic actions such as earthquakes. The three dimensional motion, in principle complex to treat, can be simplified into a two-dimensional pro
This paper analyzes the influence of horizontal damped and undamped restraints in terms of the amplification of the response of rocking masonry walls subjected to seismic excitations. It al...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::03e2976d8e8ed4d6dd7df3e8978cafa1
http://hdl.handle.net/11568/1112300
http://hdl.handle.net/11568/1112300
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Wall-to-horizontal diaphragm connections play a crucial role in the global stability of historical buildings under seismic actions. When these links are ineffective or absent, engineered measures should be considered to enhance the earthquake-resista
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fd03503b7c33194c2e1ab3de4a769526
http://hdl.handle.net/11573/1635934
http://hdl.handle.net/11573/1635934
Publikováno v:
CIÊNCIAVITAE
Scopus-Elsevier
Scopus-Elsevier
Out of plane failure of unreinforced masonry walls is considered one of the most vulnerable seismic hazards in medium and high earthquake-prone regions. Efficient structural connections enable global equilibrated mechanisms, ensuring the “box-behav
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dbd04ff21dd47516dc1eebb7955f97e9
http://www.scopus.com/inward/record.url?eid=2-s2.0-85065251621&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-85065251621&partnerID=MN8TOARS