Jure Žižmond (Avtor), Matjaž Dolšek (Avtor)

Povzetek

A risk targeted design spectral acceleration and the corresponding seismic design action for the force based design of structures is introduced by means of two formulations. The first one called direct formulation utilizes the seismic hazard function at the site of the structure. Because the seismic action defined in the codes is often associated with a designated return period, an indirect formulation is also introduced. It incorporates a risk targeted safety factor that can be used to define a risk targeted reduction factor. It is shown that the proposed formulations give analogical results and provide an insight into the concept of the reduction of seismic forces for the force based seismic design of structures if the objective is defined by a target collapse risk. The introduced closed form solution for the risk targeted reduction factor can be used to investigate how the target collapse risk, the seismic hazard parameters, the randomness of the seismic action, and the conventional parameters (ie, the overstrength factor and the deformation and energy dissipation capacity) affect the seismic design forces in the case of force based design. However, collaborative research is needed in order to develop appropriate models of these parameters. In the second part of the paper, the proposed formulations are demonstrated by estimating the risk targeted seismic design action for a six storey reinforced concrete building. By verifying the collapse risk of the designed structure, it is demonstrated that the risk targeted seismic action, in conjunction with a conventional force based design, provided structure with acceptable performance when measured in terms of collapse risk.

Ključne besede

zasnovana na sili;IKPIR 50let;potresna tehnika na podlagi zmogljivosti;faktor zmanjšanja;potresna intenzivnost;usmerjena na tveganje,;potresna nevarnost;usmerjena na tveganje;force-based design;performance-based earthquake engineering;reduction factor;risk-targeted seismic intensity;seismic hazard;seismic risk;

Podatki

Jezik: Angleški jezik
Leto izida:
Tipologija: 1.01 - Izvirni znanstveni članek
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
UDK: 624.042.7
COBISS: 9012577 Povezava se bo odprla v novem oknu
ISSN: 0098-8847
Št. ogledov: 511
Št. prenosov: 49
Ocena: 0 (0 glasov)
Metapodatki: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Ostali podatki

Sekundarni jezik: Slovenski jezik
Sekundarne ključne besede: potresno inženirstvo;gradbene konstrukcije;
Vrsta dela (COBISS): Članek v reviji
Konec prepovedi (OpenAIRE): 2020-07-30
Strani: str. 1406-1428
Letnik: ǂLetn. ǂ48
Zvezek: ǂšt. ǂ12
Čas izdaje: okt. 2019
DOI: 10.1002/eqe.3206
ID: 11446218