Add to ORKGThe paper deals with the use of steel structures for seismic up-grading of both re-inforced concrete and masonry buildings. In particular, the performance-based seismic rehabilitation of RC frames and masonry walls using dissipative steel braces is presented. All the analyses are carried out according to performance requirements set out by FEMA. A damage-controlled nonlinear static procedure is used in the analysis of RC frames. Masonry walls are faced in the second part accounting for the influence of the scattering of masonry properties on the design of the upgrading system, leading to the definition of fragility curves. In the last part, a performance-based study is presented on the seismic upgrading of masonry walls, strengthened by met...
Engineering procedures developed in the last decade in the United States for performance-based seism...
Masonry buildings demonstrated to be vulnerable to earthquake events over the years, particularly du...
The lack of effective connections between sets of perpendicular walls often determines the local or ...
The paper deals with the use of steel structures for seismic up-grading of both re-inforced concrete...
The use of integrative steel structures for seismic up-grading of both RC and masonry buildings is f...
Masonry buildings constitute a significant portion of the architectural heritage all over the world,...
This paper provides a criterion for the proportioning of a steel frame for the retrofit of an unrein...
C. T. A. “Giornate Italiane della Costruzione in Acciaio”, Genova: 28 Settembre – 1 Ottobre 200
An innovative solution for the seismic protection of existing masonry structures is proposed and inv...
The purpose of this work was to assess the efficiency of retrofitting masonry structures using steel...
There exist many reinforced concrete (RC) buildings that are located in seismically active zones and...
Recent major earthquakes around the world have evidenced that research in earthquake engineering mus...
This paper presents the results of the activities carried out by the Research Unit of Salerno Univer...
This study is concerned with the seismic strengthening of URM walls in which the in-plane lateral re...
Engineering procedures developed in the last decade in the United States for performance-based seism...
Masonry buildings demonstrated to be vulnerable to earthquake events over the years, particularly du...
The lack of effective connections between sets of perpendicular walls often determines the local or ...
The paper deals with the use of steel structures for seismic up-grading of both re-inforced concrete...
The use of integrative steel structures for seismic up-grading of both RC and masonry buildings is f...
Masonry buildings constitute a significant portion of the architectural heritage all over the world,...
This paper provides a criterion for the proportioning of a steel frame for the retrofit of an unrein...
C. T. A. “Giornate Italiane della Costruzione in Acciaio”, Genova: 28 Settembre – 1 Ottobre 200
An innovative solution for the seismic protection of existing masonry structures is proposed and inv...
The purpose of this work was to assess the efficiency of retrofitting masonry structures using steel...
There exist many reinforced concrete (RC) buildings that are located in seismically active zones and...
Recent major earthquakes around the world have evidenced that research in earthquake engineering mus...
This paper presents the results of the activities carried out by the Research Unit of Salerno Univer...
This study is concerned with the seismic strengthening of URM walls in which the in-plane lateral re...
Engineering procedures developed in the last decade in the United States for performance-based seism...
Masonry buildings demonstrated to be vulnerable to earthquake events over the years, particularly du...
The lack of effective connections between sets of perpendicular walls often determines the local or ...