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Št. zadetkov: 4
Izvirni znanstveni članek
Oznake: elephant-foot buckling;pushover analysis;seismic fragility analysis;seismic risk;site response analysis;unanchored steel storage tanks;uklon slonje noge;potisna analiza;analiza potresne ranljivosti;potresno tveganje;analiza odziva tal;nepritrjeni jekleni rezervoarji;
Unanchored steel storage tanks are used in industrial plants to store oil and other petrochemical liquids. In a major earthquake, such tanks may sustain different types of damage, including elasto-plastic buckling in the shape of an elephant’s foot, which is the object of the research. The methodolo ...
Leto: 2023 Vir: Fakulteta za gradbeništvo in geodezijo (UL FGG)
Izvirni znanstveni članek
Oznake: nepritrjeni jekleni rezervoarji;parametrična študija;parametričen model;model potresne ranljivosti;izbočitev pločevine v obliki slonje noge;unanchored steel storage tanks;parametric study;parametric model;seismic fragility model;elephant-foot buckling;
The parametric seismic fragility model of elephant-foot buckling (EFB) in the tank wall of the unanchored storage tanks is introduced by utilizing the results of a parametric study of eighteen tank-soil configurations. The model can be used to rapidly assess the seismic vulnerability to EFB for a la ...
Leto: 2024 Vir: Fakulteta za gradbeništvo in geodezijo (UL FGG)
Doktorska disertacija
Oznake: built Environment;civil engineering;doctoral thesis;steel storage tanks;unanchored steel storage tanks;pushover analysis;site response analysis;seismic fragility analysis;seismic risk analysis;elephant-foot buckling;parametric model;
Prostostoječi jekleni rezervoarji za shranjevanje tekočin, ki se pogosto uporabljajo v industrijskih obratih, lahko utrpijo škodo med močnimi potresi zaradi različnih vrst poškodb, vključno z elastoplastičnim uklonom v obliki slonjega stopala, kar je osrednja tema raziskave predstavljene v disertaci ...
Leto: 2024 Vir: Fakulteta za gradbeništvo in geodezijo (UL FGG)
Izvirni znanstveni članek
Oznake: engineering structures;civil engineering;earthquake engineering;
Unanchored steel storage tanks, common in industrial facilities, are susceptible to damage in major earthquakes due to various failures. To understand their seismic behavior, a pushover-based assessment of four tanks with varying slenderness ratios was conducted. The study focused on the relationshi ...
Leto: 2024 Vir: Fakulteta za gradbeništvo in geodezijo (UL FGG)
Št. zadetkov: 4
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