The 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
Earthquake zones cover a significant part of our earth, therefore, when planning and designing resid...
One of the main objectives of the design of earthquake resistant structures is to ensure that these...
Na primjeru armiranobetonske okvirne zgrade sagledane su osnovne razlike u proračunu potresno otporn...
Abstract The normative requirements of different European countries, USA, CIS, Canada, etc. codes o...
The normative requirements of different European countries, USA, CIS, Canada, etc. codes on ensuring...
The chapter initially provides a summary of the contents of Eurocode 8, its aim being to offer both ...
The monograph begins with a review of the usual seismic analysis procedures and presents the problem...
Despite being the more accurate method to design earthquake-resistant buildings, the non-linear dyna...
This article considers the issue of taking non-linearity into account when performing design calcula...
This article provides a comparative analysis of three different regulatory documents on earthquake-r...
In this paper, results of an analytical study on the non-linear dynamic behaviour of reinforced conc...
In order to ensure that a building structure do not collapse when subjected to the action of strong ...
Seismic risk reduction of a building system, meant as primary building structure and nonstructural e...
The monograph is subdivided into two parts. The first part presents concepts of seismology such as i...
The monograph highlights the way in which, in the long term, the application of design standards can...
Earthquake zones cover a significant part of our earth, therefore, when planning and designing resid...
One of the main objectives of the design of earthquake resistant structures is to ensure that these...
Na primjeru armiranobetonske okvirne zgrade sagledane su osnovne razlike u proračunu potresno otporn...
Abstract The normative requirements of different European countries, USA, CIS, Canada, etc. codes o...
The normative requirements of different European countries, USA, CIS, Canada, etc. codes on ensuring...
The chapter initially provides a summary of the contents of Eurocode 8, its aim being to offer both ...
The monograph begins with a review of the usual seismic analysis procedures and presents the problem...
Despite being the more accurate method to design earthquake-resistant buildings, the non-linear dyna...
This article considers the issue of taking non-linearity into account when performing design calcula...
This article provides a comparative analysis of three different regulatory documents on earthquake-r...
In this paper, results of an analytical study on the non-linear dynamic behaviour of reinforced conc...
In order to ensure that a building structure do not collapse when subjected to the action of strong ...
Seismic risk reduction of a building system, meant as primary building structure and nonstructural e...
The monograph is subdivided into two parts. The first part presents concepts of seismology such as i...
The monograph highlights the way in which, in the long term, the application of design standards can...
Earthquake zones cover a significant part of our earth, therefore, when planning and designing resid...
One of the main objectives of the design of earthquake resistant structures is to ensure that these...
Na primjeru armiranobetonske okvirne zgrade sagledane su osnovne razlike u proračunu potresno otporn...