フォロー
Mirko Kosič
Mirko Kosič
Slovenian National Building and Civil Engineering Institute (ZAG)
確認したメール アドレス: zag.si - ホームページ
タイトル
引用先
引用先
Approximate seismic risk assessment of building structures with explicit consideration of uncertainties
M Kosič, P Fajfar, M Dolšek
Earthquake engineering & structural dynamics 43 (10), 1483-1502, 2014
462014
Dispersions for the pushover‐based risk assessment of reinforced concrete frames and cantilever walls
M Kosič, M Dolšek, P Fajfar
Earthquake Engineering & Structural Dynamics 45 (13), 2163-2183, 2016
212016
Fragility assessment of traffic embankments exposed to earthquake-induced liquefaction
A Oblak, M Kosič, A Viana Da Fonseca, J Logar
Applied Sciences 10 (19), 6832, 2020
62020
Določanje raztrosa potresnega odziva armiranobetonskih stavb: doktorska disertacija
M Kosič
Univerza v Ljubljani, 2014
62014
Design of eight-storey reinforced concrete frame building according to European standard Eurocode 8
M Kosič
Personal communication 15, 2010
62010
Analysis of the response of a roadway bridge under extreme flooding-related events: Scour and debris-loading
M Kosič, LJ Prendergast, A Anžlin
Engineering Structures 279, 115607, 2023
42023
Flood Vulnerability Study of a Roadway Bridge Subjected to Hydrodynamic Actions, Local Scour and Wood Debris Accumulation
M Kosič, A Anžlin, V Bau’
Water 15 (1), 129, 2022
42022
Pushover-based risk assessment method: a practical tool for risk assessment of building structures
M Kosič, M Dolšek, P Fajfar
Proceedings of the 16th world conference on earthquake engineering, Santiago …, 2017
42017
Site classification using equivalent soil profiles for building-liquefaction interaction
M Millen, A Viana da Fonseca, J Quintero, C Ferreira, S Oztoprak, C Oser, ...
Bulletin of Earthquake Engineering 19, 3987-4012, 2021
32021
State of the art review of numerical modelling strategies to simulate liquefaction-induced structural damage and of uncertain/random factors on the behaviour of liquefiable soils
A Viana da Fonseca, M Millen, F Gómez-Martinez, X Romão, J Quintero, ...
32017
Numerical calibration of railway bridge based on measurement data
S Lachinger, M Ralbovsky, A Vorwagner, D Hekic, M Kosic, A Anzlin
IABSE Congress Ghent 2021, Structural Engineering for Future Societal Needs …, 2021
22021
Risk based life-cycle planning for flood-resilient critical infrastructure
SS Palic, I Stipanovic, E Ganic, M Kosic, A Anzlin, M Bacic, MS Kovacevic, ...
Life-Cycle of Structures and Infrastructure Systems, 1634-1641, 2023
12023
Estimation of Scenario-based Liquefaction Probability with Consideration of Ground-motion Randomness
M Kosič, M Millen, A Viana da Fonseca, J Logar, M Dolšek
Journal of Earthquake Engineering 26 (15), 7933-7955, 2022
12022
Flood risks to critical infrastructure–case study of city of Karlovac
I Stipanović, S Škarić Palić, M Bačić, MS Kovačević, K Gavin, E Ganić
7th International Conference on Road and Rail Infrastructures (CETRA 2022 …, 2022
12022
Estimation of Scenario-based Liquefaction Probability with Consideration of Ground-motion Randomness
M Kosič, M Millen, A Viana da Fonseca, J Logar, M Dolšek
Journal of Earthquake Engineering, https://doi.org/10.1080/13632469.2021.1989346, 2021
12021
Potresna analiza šest-etažne nesimetrične stavbe: diplomsko delo
M Kosič
Univerza v Ljubljani, Fakulteta za gradbeništvo in geodezijo, 2009
12009
A comparison of modal parameter identification tests in laboratory conditions
Đ Đukić, A Anžlin, D Hekič, U Bohinc, M Kosič
ce/papers 6 (5), 315-321, 2023
2023
Flood vulnerability assessment: an effective tool to evaluate the lifecycle risk analysis of bridges.
M Kosič, A Anžlin, V Bau'
ce/papers 6 (5), 817-823, 2023
2023
Seismic Fragility Analysis of Bunkered Building 1, Final Technical Report: Client: NEK Doo, 23rd July, 2020
M Dolšek, J Žižmond, A Babič, M Kosič, M Brozovič
University of Ljubljana, Faculty of Civil and Geodetic Engineering …, 2020
2020
Failure Probability of Regular and Irregular RC Frame Structures
M Kosič, M Dolšek, P Fajfar
Seismic Behaviour and Design of Irregular and Complex Civil Structures III …, 2020
2020
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