The structural resistance certificate of a building is a document drafted in conformity with the Italian Ministerial Decrees 15/05/1985 and 20/09/1985, which attest to the safety conditions of support structures of a building, according to laws in force at the time of construction.
This document is indispensable to obtain the certification declaring that a building complies with safety standards, in cases when it is not possible to recover it or there is no certificate of a static resistance audit or to complete the amnesty application.
The professional charged with the controls necessary for the issuing of the CIS must:
The static resistance certificate, from a formal point of view, is generally structured as follows:
To obtain this document it is necessary to contact a professional, usually a civil engineer or building engineer specialised in structures, registered with his/her own professional or trade organisation. Unlike the static resistance audit, the drafting of which requires that the professional be registered with his professional or trade organisation for at least 10 years, there are no limits for the declaration of static resistance. For the static resistance certificate no seniority for the registration in a professional or trade organisation is required.
The procedures for the assessment of seismic vulnerability of the buildings can be conducted with different levels of in depth analysis and complexity of calculations: from more qualitative estimates, based on detection by means of tables of the main characteristics of the structural elements of the building, to complex numerical analyses by means of linear and non-linear calculation methods.
The seismic vulnerability of a structure is represented by an indicator that compares the resistance capacity of a structure and the demand in terms of resistance and/or movement of the seismic event.
The procedures for the assessment of seismic vulnerability of the buildings can be conducted with different levels of in depth analysis and complexity of calculations: from more qualitative estimates, based on detection by means of tables of the main characteristics of the structural elements of the building, to complex numerical analyses by means of linear and non-linear calculation methods.
All of the assessment procedures are based on the completion of paper forms and lead to a preliminary evaluation. These results can be used to establish an order of priorities for potential compliance/improvement interventions.
The estimate of the overall seismic vulnerability of a structure for the purposes of drafting a structural project for seismic improvement/compliance must be attained by performing structural calculations coherent with the analysis methods outlined by Technical Codes for Constructions.