izpis_h1_title_alt

Risk-based seismic design - An alternative to current standards for earthquake-resistant design of buildings
Lazar Sinković, Nuša (Author), Dolšek, Matjaž (Author)

URLURL - Presentation file, Visit http://drugg.fgg.uni-lj.si/4027/ New window

Abstract
Current standards for earthquake-resistant design of buildings do not control seismic risk to such an extent that would be acceptable for all types of structures and for all investors. This can be achieved with the proposed concept for risk-based design of buildings, which requires use of nonlinear methods of analysis and risk assessment, whereas decision on the adequate structural configuration depends on the definition of acceptable risk. Despitethe fact that the development of the design concept is in the initial phase, an eight- and a fifteen-storey reinforced concrete building were designed according to the proposed procedure by using PBEE Toolbox in conjunction with OpenSEES. It is shown that estimated collapse probability forthe final structural configurations is slightly smaller than the acceptableprobability of collapse, which was not satisfied for buildings designed according to Eurocode 8.

Language:English
Keywords:earthguake engineering, Eurocode, seismic risk, risk-based design, pushover analysis, RC buildings
Tipology:1.08 - Published Scientific Conference Contribution
Organization:FGG - Faculty of Civil and Geodetic Engineering
Year:2012
Number of pages:Str. 1-10
UDC:624.042.7
COBISS.SI-ID:5987169 Link is opened in a new window
Views:1351
Downloads:158
Metadata:XML RDF-CHPDL DC-XML DC-RDF
 
Average score:(0 votes)
Your score:Voting is allowed only to logged in users.
:
Share: Bookmark and Share

Secondary language

Language:English
Keywords:potresno inženirstvo, Evrokod, potresno tveganje, projektiranje na sprejemljivo tveganje, potisna analiza, AB stavbe

Similar documents

Similar works from RUL:
Similar works from other Slovenian collections:

Comments

Leave comment

You have to log in to leave a comment.

Comments (0)
0 - 0 / 0
 
There are no comments!

Back