A study focused on the application of passive seismic control strategies to the field of new prefab R/C structures is presented herein. A benchmark building was designed to the purpose, assuming the typical geometrical layout and dimensions of single-hall industrial buildings in Italy, which are also similar to the characteristics of the same class of buildings in other countries of the Mediterranean area. The design was carried out in the three following hypotheses: (a) according to a traditional ductility-based approach; (b) by incorporating dissipative bracings, equipped with fluid viscous dampers; (c) by placing a seismic isolation system at the base, composed of a set of double curved surface sliders. The earthquake and performance lev...
A study concerning a double-storey extension on top of an existing reinforced concrete (R/C) apartme...
Recent earthquakes in Italy (L\u2019Aquila, 2009 and particularly Emilia, 2012) have shown the high ...
"The research presented in this paper deals with the seismic protection of existing frame structures...
The design and first stage of construction of a reinforced concrete public building in Florence, sei...
A dissipative bracing system incorporating pressurized fluid viscous spring-dampers as passive prote...
The paper offers a synthesis of the design study of an advanced seismic retrofit solution of a low-r...
A new section of a study on innovative anti-seismic design strategies of precast reinforced concrete...
As a concluding step of several studies on a special base isolation/ supplemental damping system, wh...
Passive structural control techniques are generally used as seismic rehabilitation and retrofit meth...
The study of two motion control-based seismic retrofit solutions for a low-rise reinforced concrete ...
The research presented in this paper deals with the seismic protection of existing frame structures ...
A feasibility study is presented on the extension to reinforced concrete (RC) precast industrial bui...
A base isolation seismic retrofit solution for a reinforced concrete school building, designed with ...
An advanced seismic retrofit strategy of industrial buildings with reinforced concrete structure is ...
In the present paper we have analyzed a multi-storey reinforced concrete (RC) building in presence o...
A study concerning a double-storey extension on top of an existing reinforced concrete (R/C) apartme...
Recent earthquakes in Italy (L\u2019Aquila, 2009 and particularly Emilia, 2012) have shown the high ...
"The research presented in this paper deals with the seismic protection of existing frame structures...
The design and first stage of construction of a reinforced concrete public building in Florence, sei...
A dissipative bracing system incorporating pressurized fluid viscous spring-dampers as passive prote...
The paper offers a synthesis of the design study of an advanced seismic retrofit solution of a low-r...
A new section of a study on innovative anti-seismic design strategies of precast reinforced concrete...
As a concluding step of several studies on a special base isolation/ supplemental damping system, wh...
Passive structural control techniques are generally used as seismic rehabilitation and retrofit meth...
The study of two motion control-based seismic retrofit solutions for a low-rise reinforced concrete ...
The research presented in this paper deals with the seismic protection of existing frame structures ...
A feasibility study is presented on the extension to reinforced concrete (RC) precast industrial bui...
A base isolation seismic retrofit solution for a reinforced concrete school building, designed with ...
An advanced seismic retrofit strategy of industrial buildings with reinforced concrete structure is ...
In the present paper we have analyzed a multi-storey reinforced concrete (RC) building in presence o...
A study concerning a double-storey extension on top of an existing reinforced concrete (R/C) apartme...
Recent earthquakes in Italy (L\u2019Aquila, 2009 and particularly Emilia, 2012) have shown the high ...
"The research presented in this paper deals with the seismic protection of existing frame structures...