Several architectural configurations of unreinforced masonry residential buildings are designed according to the different methods proposed in the Italian code: rules for the so-called simple masonry buildings, linear and nonlinear static analyses. Always complying with code requirements, for each building-site combination, the design was made, as much as possible, without an excessive margin of safety. The different design methods provided buildings with very different levels of safety, being linear static analysis largely overconservative with respect to the nonlinear static approach. These buildings were then analyzed in the companion paper
In this paper the seismic vulnerability assessment of a case study of masonry building located in Na...
A variety of computational procedures has been developed, over the years, for the evaluation of the ...
This study investigates the seismic response of reinforced concrete buildings designed according to ...
Several architectural configurations of unreinforced masonry residential buildings are designed acco...
Several architectural configurations of unreinforced masonry residential buildings are designed acco...
Italian and European seismic codes differ in requirements for simple masonry buildings. The paper is...
The paper gives an overview of recent developments in the field of masonry technologies and seismic ...
Paper 144As result of a benchmarking process on foreign computer codes for design of masonry buildin...
The recent development of a new Italian seismic code, conceived as a transition towards the final ad...
The chapter initially provides a summary of the contents of Eurocode 8, its aim being to offer both ...
The masonry have been studied with idealistic model, for historical masonry of a centuries-old build...
The safety assessment of existing masonry buildings cannot ignore the correct mechanical characteriz...
The paper presents a study on the nonlinear static procedures (NSPs) proposed in codes and literatur...
The seismic safety assessment of a case study of a masonry building located in Naples (Italy) was pe...
The paper presents the basic requirements and procedures for the seismic design of masonry buildings...
In this paper the seismic vulnerability assessment of a case study of masonry building located in Na...
A variety of computational procedures has been developed, over the years, for the evaluation of the ...
This study investigates the seismic response of reinforced concrete buildings designed according to ...
Several architectural configurations of unreinforced masonry residential buildings are designed acco...
Several architectural configurations of unreinforced masonry residential buildings are designed acco...
Italian and European seismic codes differ in requirements for simple masonry buildings. The paper is...
The paper gives an overview of recent developments in the field of masonry technologies and seismic ...
Paper 144As result of a benchmarking process on foreign computer codes for design of masonry buildin...
The recent development of a new Italian seismic code, conceived as a transition towards the final ad...
The chapter initially provides a summary of the contents of Eurocode 8, its aim being to offer both ...
The masonry have been studied with idealistic model, for historical masonry of a centuries-old build...
The safety assessment of existing masonry buildings cannot ignore the correct mechanical characteriz...
The paper presents a study on the nonlinear static procedures (NSPs) proposed in codes and literatur...
The seismic safety assessment of a case study of a masonry building located in Naples (Italy) was pe...
The paper presents the basic requirements and procedures for the seismic design of masonry buildings...
In this paper the seismic vulnerability assessment of a case study of masonry building located in Na...
A variety of computational procedures has been developed, over the years, for the evaluation of the ...
This study investigates the seismic response of reinforced concrete buildings designed according to ...