Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Maria G. Flenga"'
Autor:
Maria G. Flenga, Maria J. Favvata
Publikováno v:
Applied Sciences, Vol 14, Iss 3, p 1165 (2024)
A proposal to control the structural pounding hazard imposed on multistory reinforced concrete (RC) structures is presented. The main goal is to guarantee the seismic performance of a structure with an acceptable (predefined) risk-targeted parameter
Externí odkaz:
https://doaj.org/article/29cfea33153245fa844631fa5a0c0f12
Autor:
Maria G. Flenga, Maria J. Favvata
Publikováno v:
Buildings, Vol 13, Iss 7, p 1832 (2023)
The effect of an intensity measure’s (IM’s) sufficiency property on the probabilistic assessment of reinforced concrete (RC) structures due to floor-to-floor structural pounding conditions is examined. In the first part of this investigation, eff
Externí odkaz:
https://doaj.org/article/933fd35dc7164f0caa47922e69270b25
Autor:
Maria G. Flenga, Maria J. Favvata
Publikováno v:
Applied Sciences, Vol 11, Iss 17, p 8253 (2021)
This study aims to evaluate five different methodologies reported in the literature for developing fragility curves to assess the seismic performance of RC structures subjected to structural pounding. In this context, displacement-based and curvature
Externí odkaz:
https://doaj.org/article/e50f502255c946ddaa292f7c2ea9cb3d
Autor:
Maria G. Flenga, Maria J. Favvata
Publikováno v:
WIT Transactions on The Built Environment.
Autor:
Maria G. Flenga, Maria J. Favvata
Publikováno v:
Engineering Structures. 245:112789
The aim of this study is to incorporate the local inelastic demands of a multistory reinforced concrete (RC) frame structure for the first time in the probabilistic seismic assessment of the pounding risk. Two distinct types of structural pounding ar