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Maja Kreslin
Maja Kreslin
Slovenian National Building and Civil Engineering Institute
Verified email at zag.si
Title
Cited by
Cited by
Year
The extended N2 method considering higher mode effects in both plan and elevation
M Kreslin, P Fajfar
Bulletin of Earthquake Engineering 10, 695-715, 2012
2432012
The extended N2 method taking into account higher mode effects in elevation
M Kreslin, P Fajfar
Earthquake engineering & structural dynamics 40 (14), 1571-1589, 2011
1662011
Eurocode 8: seismic design of buildings worked examples
P Bisch, E Carvalho, H Degee, P Fajfar, M Fardis, P Franchin, M Kreslin, ...
Luxembourg: Publications Office of the European Union, 2012
1262012
Seismic evaluation of an existing complex RC building
M Kreslin, P Fajfar
Bulletin of earthquake engineering 8, 363-385, 2010
682010
Improved accuracy and robustness of bridge weigh-in-motion systems
A Žnidarič, J Kalin, M Kreslin
Structure and Infrastructure Engineering 14 (4), 412-424, 2018
402018
Bridge performance indicators based on traffic load monitoring
A Mandić Ivanković, D Skokandić, A Žnidarič, M Kreslin
Structure and Infrastructure Engineering 15 (7), 899-911, 2019
332019
Railway bridge Weigh-in-Motion system
A Žnidarič, J Kalin, M Kreslin, P Favai, P Kolakowski
Transportation Research Procedia 14, 4010-4019, 2016
262016
Measurements of bridge dynamic amplification factor using bridge weigh-in-motion data
J Kalin, A Žnidarič, A Anžlin, M Kreslin
Structure and Infrastructure Engineering 18 (8), 1164-1176, 2022
222022
The N2 method for asymmetric buildings
P Fajfar, D Marusic, I Perus, M Kereslin
Proceedings of the First European Conference on Earthquake Engineering and …, 2006
212006
Simplified approach to modelling traffic loads on bridges
A Žnidarič, M Kreslin, I Lavrič, J Kalin
Procedia-Social and Behavioral Sciences 48, 2887-2896, 2012
182012
Algorithms for improved accuracy of static bridge-WIM system
R Corbally, A Žnidarič, D Cantero, D Haijalizadeh, J Kalin, M Kreslin, ...
D1. 3 Report of Bridgemon project, Cestel, 2014
172014
Eurocode 8: Seismic design of buildings
P Bisch, E Carvalho, H Degee, P Fajfar, M Fardis, P Franchin, M Kreslin, ...
U: JRC Scientific and Technical Reports, Worked examples presented at the …, 2012
172012
Using weigh-in-motion data to determine bridge dynamic amplification factor
J Kalin, A Žnidarič, M Kreslin
MATEC Web of Conferences 24, 02003, 2015
162015
Using strips to mitigate the multiple-presence problem of BWIM systems
A Žnidarič, I Lavrič, J Kalin, M Kreslin
6th International Conference on Weigh-In-Motion (ICWIM 6) International …, 2012
152012
Application of Bridge Weigh-in-Motion measurements in assessment of existing road bridges
D Skokandić, A Žnidarič, A Mandić Ivanković, M Kreslin
Proceedings of JOINT COST TU1402-COST TU1406-IABSE WC1 WORKSHOP 4, 1-8, 2017
122017
Model updating concept using bridge weigh-in-motion data
D Hekič, A Anžlin, M Kreslin, A Žnidarič, P Češarek
Sensors 23 (4), 2067, 2023
72023
Recent advances in Bridge WIM technology
A Žnidarič, J Kalin, M Kreslin, M Mavrič
Proc. 7th International Conference on WIM, 2016
72016
Final report of advanced bridge monitoring techniques—TRIMM report D3. 2
M Ralbovsky, S McRobbie, A Šajna, MB Leban, D Sekulič, A Žnidarič, ...
AIT, Vienna, 2014
72014
Numerical models of three bridge types, BridgeMon D1. 1 Report
D Cantero, M Kreslin, R Corbally
Rodis, Dublin, 2013
62013
Guidelines on collecting WIM data and forecasting of traffic load effects on bridges
A Žnidarič, M Kreslin, C Leahy, EJ OBrien, F Schmidt, C Pederson
Technical report for the Re-Gen project, 2015
52015
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Articles 1–20