|
1.
|
Usually seismic design procedures are based on elastic analysis by using design acceleration spectrum, which implicitly takes into account the ability of inelastic energy [...]
|
|
2.
|
Design of earthquake-resistant structures according to Eurocod 8 is not based on the concept of acceptable/tolerable probability of exceedance of the near collapse limit [...]
|
|
3.
|
A web-based methodology for the prediction of approximate IDA curves, which consists of two independent processes, was recently developed within ICE4RISK project (http:// [...]
|
|
4.
|
Progressive incremental dynamic analysis involves precedence list of ground motion records aiming of selecting the most representative ground motions from a set of ground [...]
|
|
5.
|
The seismic risk assessment of structures is a complex problem, which combines seismic hazard analysis, structural vulnerability analysis and analysis of socioeconomic im [...]
|
|
6.
|
A simplified methodology for seismic performance assessment of structures with consideration of both aleatory and epistemic uncertainty is briefly presented. The methodol [...]
|
|
7.
|
The dependence of mankind on the urban built environment is an integral part of culture that is so firmly embedded in our daily life that we are mostly unaware of its exi [...]
|
|
8.
|
Dolsek, M.
Explicit determination of seismic risk in the design process of a building or in the retrofitting process of an existing building can significantly reduce losses due to e [...]
|
|
9.
|
Simplified inelastic procedures used in seismic design and assessment combine the nonlinear static (pushover) analysis and the response spectrum approach or nonlinear dyn [...]
|
|
10.
|
The selection of a ground motion record is not a trivial problem since quite a different seismic response can be observed if a structure is subjected to different sets of [...]
|
guest ::
email alert
or subscribe to the 
RSS feed.