Found: 31
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Risk‐targeted fragility functions considering a system performance requirement and domino effects.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 3, p. 1238, doi. 10.1002/eqe.4065
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- Article
Parametric pushover curve model for seismic performance assessment of building stock.
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- Bulletin of Earthquake Engineering, 2024, v. 22, n. 3, p. 1425, doi. 10.1007/s10518-023-01821-9
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- Article
Risk-targeted seismic design of the freeboard for steel storage tanks equipped with floating roofs.
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- Bulletin of Earthquake Engineering, 2024, v. 22, n. 1, p. 5, doi. 10.1007/s10518-022-01564-z
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- Article
The risk‐targeted verification model of earthquake‐induced sliding displacement of low‐rise thermally base‐insulated buildings.
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- Earthquake Engineering & Structural Dynamics, 2023, v. 52, n. 13, p. 4104, doi. 10.1002/eqe.3779
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- Article
A risk‐targeted seismic performance assessment of elephant‐foot buckling in walls of unanchored steel storage tanks.
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- Earthquake Engineering & Structural Dynamics, 2023, v. 52, n. 13, p. 4126, doi. 10.1002/eqe.3903
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- Article
Bias in the Estimation of Seismic Risk for Municipal Building Stocks Due to Limited Data.
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- Buildings (2075-5309), 2023, v. 13, n. 9, p. 2245, doi. 10.3390/buildings13092245
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Overview and introduction to development of non-ergodic earthquake ground-motion models.
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- Bulletin of Earthquake Engineering, 2023, v. 21, n. 11, p. 5121, doi. 10.1007/s10518-022-01485-x
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- Article
Direct seismic loss estimation of predominantly plan‐symmetrical frame buildings using simplified nonlinear models.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 15, p. 3526, doi. 10.1002/eqe.3734
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- Article
The Reduced-Degree-of-Freedom Model for Seismic Analysis of Predominantly Plan-Symmetric Reinforced Concrete Wall–Frame Building.
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- Buildings (2075-5309), 2021, v. 11, n. 8, p. 372, doi. 10.3390/buildings11080372
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- Article
Simulating Historical Earthquakes in Existing Cities for Fostering Design of Resilient and Sustainable Communities: The Ljubljana Case.
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- Sustainability (2071-1050), 2021, v. 13, n. 14, p. 7624, doi. 10.3390/su13147624
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- Article
Seismic Design and Performance Assessment of Frame Buildings Reinforced by Dual-Phase Steel.
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- Applied Sciences (2076-3417), 2021, v. 11, n. 11, p. 4998, doi. 10.3390/app11114998
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- Article
Pushover‐based seismic risk assessment and loss estimation of masonry buildings.
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- Earthquake Engineering & Structural Dynamics, 2020, v. 49, n. 6, p. 567, doi. 10.1002/eqe.3254
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- Article
Formulation of risk‐targeted seismic action for the force‐based seismic design of structures.
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- Earthquake Engineering & Structural Dynamics, 2019, v. 48, n. 12, p. 1406, doi. 10.1002/eqe.3206
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IM-based and EDP-based decision models for the verification of the seismic collapse safety of buildings.
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- Earthquake Engineering & Structural Dynamics, 2017, v. 46, n. 15, p. 2665, doi. 10.1002/eqe.2923
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- Article
Dispersions for the pushover-based risk assessment of reinforced concrete frames and cantilever walls.
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- Earthquake Engineering & Structural Dynamics, 2016, v. 45, n. 13, p. 2163, doi. 10.1002/eqe.2753
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- Article
Risk-based seismic design for collapse safety.
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- Earthquake Engineering & Structural Dynamics, 2016, v. 45, n. 9, p. 1451, doi. 10.1002/eqe.2717
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Seismic response analysis using characteristic ground motion records for risk-based decision-making (3R method).
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- Earthquake Engineering & Structural Dynamics, 2016, v. 45, n. 3, p. 401, doi. 10.1002/eqe.2664
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- Article
FOTOGRAMETRIČNO MERJENJE DEFORMACIJ PRI PREIZKUSIH MEHANSKE ODPORNOSTI KONSTRUKCIJSKIH ELEMENTOV.
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- Geodetski Vestnik, 2016, v. 60, n. 1, p. 13, doi. 10.15292/geodetski-vestnik.2016.01.13-27
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- Article
Approximate seismic risk assessment of building structures with explicit consideration of uncertainties.
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- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 10, p. 1483, doi. 10.1002/eqe.2407
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Incorporating intensity bounds for assessing the seismic safety of structures: Does it matter?
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- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 5, p. 717, doi. 10.1002/eqe.2368
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Envelope-based pushover analysis procedure for the approximate seismic response analysis of buildings.
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- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 1, p. 77, doi. 10.1002/eqe.2333
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Practice-oriented probabilistic seismic performance assessment of infilled frames with consideration of shear failure of columns.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 9, p. 1339, doi. 10.1002/eqe.2275
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A web-based methodology for the prediction of approximate IDA curves.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 1, p. 43, doi. 10.1002/eqe.2192
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A practice-oriented estimation of the failure probability of building structures.
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- Earthquake Engineering & Structural Dynamics, 2012, v. 41, n. 3, p. 531, doi. 10.1002/eqe.1143
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- Article
Simplified estimation of seismic risk for reinforced concrete buildings with consideration of corrosion over time.
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- Bulletin of Earthquake Engineering, 2011, v. 9, n. 4, p. 1137, doi. 10.1007/s10518-010-9241-3
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Prediction of the median IDA curve by employing a limited number of ground motion records.
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- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 15, p. 2401, doi. 10.1002/eqe.740
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- Article
Simplified probabilistic seismic performance assessment of plan-asymmetric buildings.
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- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 13, p. 2021, doi. 10.1002/eqe.697
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- Article
Pre- and post-test mathematical modelling of a plan-asymmetric reinforced concrete frame building.
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- Earthquake Engineering & Structural Dynamics, 2006, v. 35, n. 11, p. 1359, doi. 10.1002/eqe.583
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- Article
Simplified non-linear seismic analysis of infilled reinforced concrete frames.
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- Earthquake Engineering & Structural Dynamics, 2005, v. 34, n. 1, p. 49, doi. 10.1002/eqe.411
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Inelastic spectra for infilled reinforced concrete frames.
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- Earthquake Engineering & Structural Dynamics, 2004, v. 33, n. 15, p. 1395, doi. 10.1002/eqe.410
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Mathematical modelling of an infilled RC frame structure based on the results of pseudo-dynamic tests.
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- Earthquake Engineering & Structural Dynamics, 2002, v. 31, n. 6, p. 1215, doi. 10.1002/eqe.154
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- Article