Add to ORKGThis paper describes the study made on steel structures within the research project RELUIS-RINTC (Assessing the (implicit) seismic risk of code-conforming structures in Italy) dealing with the evaluation of the implicit collapse risk of buildings designed strictly following the current edition of the Italian structural codes. The design of steel single-storey buildings located in three cities with increasing seismic hazard and considering two soil types (stiff and deformable) for each site is described. Afterwards, a geometric and material nonlinear model used for assessing the seismic behaviour through multi-record nonlinear incremental dynamic analysis is illustrated and a selection of results commented
This paper describes the structural design, nonlinear modelling, and seismic analysis of prototype s...
This paper reports on the results of an ongoing Research Project aimed at computing the risk of col...
Most of modern seismic design codes adopt the performance-based approach by defining a pre-defined l...
This paper describes the study made on steel structures within the research project RELUIS-RINTC (As...
This papers describes the nonlinear analyses of steel single-storey buildings designed according to ...
This paper reports on the results of an ongoing Research Project aimed at computing the risk of coll...
This paper aims at evaluating the risk of collapse in single-storey steel buildings designed accordi...
The paper presents and discusses seismic fragility functions of code-conforming buildings in Italy. ...
This paper reports on results of nonlinear analyses performed within the RINTC project on an RC buil...
The RINTC (2015–2017) project was a three-year research program aimed at assessing the seismic relia...
This paper describes the structural design, nonlinear modelling, and seismic analysis of prototype s...
This paper reports on the results of an ongoing Research Project aimed at computing the risk of col...
Most of modern seismic design codes adopt the performance-based approach by defining a pre-defined l...
This paper describes the study made on steel structures within the research project RELUIS-RINTC (As...
This papers describes the nonlinear analyses of steel single-storey buildings designed according to ...
This paper reports on the results of an ongoing Research Project aimed at computing the risk of coll...
This paper aims at evaluating the risk of collapse in single-storey steel buildings designed accordi...
The paper presents and discusses seismic fragility functions of code-conforming buildings in Italy. ...
This paper reports on results of nonlinear analyses performed within the RINTC project on an RC buil...
The RINTC (2015–2017) project was a three-year research program aimed at assessing the seismic relia...
This paper describes the structural design, nonlinear modelling, and seismic analysis of prototype s...
This paper reports on the results of an ongoing Research Project aimed at computing the risk of col...
Most of modern seismic design codes adopt the performance-based approach by defining a pre-defined l...