Add to ORKGThe normative requirements of different European countries, USA, CIS, Canada, etc. codes on ensuring of buildings and structures safety at earthquakes are analyzed. The methodology based on non-elastic response spectrum of buildings and allows taking into account non-linear behaviour of structure are proposed in elaboration of Eurocode 8 requirements. The report provides the calculation examples of non-linear displacements of framed and frameless concrete buildings with application of that methodology
The earthquake resistant design codes in force in the different countries are applied to the field o...
The monograph highlights the way in which, in the long term, the application of design standards can...
In this paper, a parametric study is conducted in order to evaluate the seismic demand on light acce...
The normative requirements of different European countries, USA, CIS, Canada, etc. codes on ensurin...
Abstract The normative requirements of different European countries, USA, CIS, Canada, etc. codes o...
The chapter initially provides a summary of the contents of Eurocode 8, its aim being to offer both ...
In this paper, results of an analytical study on the non-linear dynamic behaviour of reinforced conc...
This article considers the issue of taking non-linearity into account when performing design calcula...
Seismic risk reduction of a building system, meant as primary building structure and nonstructural e...
Despite being the more accurate method to design earthquake-resistant buildings, the non-linear dyna...
The paper deals with the topic of analyses performed according to modern code provisions, in particu...
The present paper addresses the issue of quantifying the key aspects of the dynamic response of non-...
Italian and European seismic codes differ in requirements for simple masonry buildings. The paper is...
Nonstructural components should be subjected to a careful and rational seismic design, in order to r...
The monograph begins with a review of the usual seismic analysis procedures and presents the problem...
The earthquake resistant design codes in force in the different countries are applied to the field o...
The monograph highlights the way in which, in the long term, the application of design standards can...
In this paper, a parametric study is conducted in order to evaluate the seismic demand on light acce...
The normative requirements of different European countries, USA, CIS, Canada, etc. codes on ensurin...
Abstract The normative requirements of different European countries, USA, CIS, Canada, etc. codes o...
The chapter initially provides a summary of the contents of Eurocode 8, its aim being to offer both ...
In this paper, results of an analytical study on the non-linear dynamic behaviour of reinforced conc...
This article considers the issue of taking non-linearity into account when performing design calcula...
Seismic risk reduction of a building system, meant as primary building structure and nonstructural e...
Despite being the more accurate method to design earthquake-resistant buildings, the non-linear dyna...
The paper deals with the topic of analyses performed according to modern code provisions, in particu...
The present paper addresses the issue of quantifying the key aspects of the dynamic response of non-...
Italian and European seismic codes differ in requirements for simple masonry buildings. The paper is...
Nonstructural components should be subjected to a careful and rational seismic design, in order to r...
The monograph begins with a review of the usual seismic analysis procedures and presents the problem...
The earthquake resistant design codes in force in the different countries are applied to the field o...
The monograph highlights the way in which, in the long term, the application of design standards can...
In this paper, a parametric study is conducted in order to evaluate the seismic demand on light acce...