Works by Jankowski, Robert
Results: 73
Investigating the Effects of Ground-Transmitted Vibrations from Vehicles on Buildings and Their Occupants, with an Idea for Applying Machine Learning.
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- Applied Sciences (2076-3417), 2025, v. 15, n. 4, p. 1689, doi. 10.3390/app15041689
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Reduction of pounding effects in elevated bridges during earthquakes.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 2, p. 195, doi. 10.1002/(SICI)1096-9845(200002)29:2<195::AID-EQE897>3.0.CO;2-3
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Pounding of superstructure segments in isolated elevated bridge during earthquakes.
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- Earthquake Engineering & Structural Dynamics, 1998, v. 27, n. 5, p. 487, doi. 10.1002/(SICI)1096-9845(199805)27:5<487::AID-EQE738>3.0.CO;2-M
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Testicular cancer risk incidence in perception of young men.
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- Nowotwory, 2020, v. 70, n. 6, p. 230, doi. 10.5603/NJO.a2020.0045
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- Article
Study on Methods to Control Interstory Deflections.
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- Geosciences (2076-3263), 2020, v. 10, n. 2, p. 75, doi. 10.3390/geosciences10020075
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Determination of Peak Impact Force for Buildings Exposed to Structural Pounding during Earthquakes.
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- Geosciences (2076-3263), 2020, v. 10, n. 1, p. 18, doi. 10.3390/geosciences10010018
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Non-Linear Analysis of Inter-Story Pounding between Wood-Framed Buildings during Ground Motion.
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- Geosciences (2076-3263), 2019, v. 9, n. 12, p. 488, doi. 10.3390/geosciences9120488
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Effective Formula for Impact Damping Ratio for Simulation of Earthquake-induced Structural Pounding.
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- Geosciences (2076-3263), 2019, v. 9, n. 8, p. 347, doi. 10.3390/geosciences9080347
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The Idea of Using Bayesian Networks in Forecasting Impact of Traffic-Induced Vibrations Transmitted through the Ground on Residential Buildings.
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- Geosciences (2076-3263), 2019, v. 9, n. 8, p. 339, doi. 10.3390/geosciences9080339
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- Article
Pounding Between Superstructure Segments in Multi-Supported Elevated Bridge with Three-Span Continuous Deck Under 3D Non-Uniform Earthquake Excitation.
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- Journal of Earthquake & Tsunami, 2015, v. 9, n. 4, p. -1, doi. 10.1142/S1793431115500128
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Increasing the Seismic Resistance of Wood-frame Buildings by Applying PU Foam as Thermal Insulation.
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- Periodica Polytechnica: Civil Engineering, 2019, v. 63, n. 2, p. 480, doi. 10.3311/PPci.13545
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THE RESPONSE OF THREE COLLIDING MODELS OF STEEL TOWERS TO SEISMIC EXCITATION.
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- Technical Transactions / Czasopismo Techniczne, 2016, v. 3-B, n. 9, p. 123, doi. 10.4467/2353737XCT.16.219.5968
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THE APPLICATION OF NEURAL NETWORKS IN FORECASTING THE INFLUENCE OF TRAFFIC-INDUCED VIBRATIONS ON RESIDENTIAL BUILDINGS.
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- Technical Transactions / Czasopismo Techniczne, 2016, v. 3-B, n. 9, p. 75, doi. 10.4467/2353737XCT.16.213.5962
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EFFECTIVENESS OF A MATHEMATICAL MODEL IN SIMULATING NONLINEAR MECHANICAL BEHAVIOUR OF A SEISMIC ISOLATION SYSTEM MADE OF POLYMERIC BEARINGS.
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- Technical Transactions / Czasopismo Techniczne, 2016, v. 3-B, n. 9, p. 43, doi. 10.4467/2353737XCT.16.210.5959
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Bending Moment Control and Weight Optimization in Space Structures by Adding Extra Members in the Optimal locations.
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- Advances in Science & Technology Research Journal, 2023, v. 17, n. 4, p. 313, doi. 10.12913/22998624/169573
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Using Minimum Actuators to Control Shape and Stress of a Double Layer Spherical Model Under Gravity and Lateral Loadings.
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- Advances in Science & Technology Research Journal, 2022, v. 16, n. 6, p. 1, doi. 10.12913/22998624/155214
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MODAL ANALYSIS OF REAL TIMBER FRAME HOUSES WITH DIFFERENT INSULATION MATERIALS.
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- Advances in Science & Technology Research Journal, 2016, v. 10, n. 31, p. 215, doi. 10.12913/22998624/64014
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CONSTRUCTION TECHNOLOGY OF TIMBER-FRAME HOUSES RESISTANT TO DYNAMIC LOADS - STUDY ON MODELS OF EXTERIOR WALLS.
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- Advances in Science & Technology Research Journal, 2015, v. 9, n. 28, p. 75, doi. 10.12913/22998624/60787
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OSCILLATORY PROPERTIES OF SOLUTIONS OF THE FOURTH ORDER DIFFERENCE EQUATIONS WITH QUASIDIFFERENCES.
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- Opuscula Mathematica, 2014, v. 34, n. 4, p. 789, doi. 10.7494/OpMath.2014.34.4.789
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An approach for the response of buildings subjected to impact load after soft-story failure due to earthquake excitation.
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- Shock & Vibration, 2013, v. 20, n. 4, p. 681, doi. 10.1155/2013/789564
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On the existence of bounded solutions for nonlinear second order neutral difference equations.
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- Electronic Journal of Qualitative Theory of Differential Equations, 2014, n. 31-72, p. 1
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Highly Dissipative Materials for Damage Protection against Earthquake-Induced Structural Pounding.
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- Materials (1996-1944), 2021, v. 14, n. 12, p. 3231, doi. 10.3390/ma14123231
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Simulation of the response of base-isolated buildings under earthquake excitations considering soil flexibility.
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- Earthquake Engineering & Engineering Vibration, 2012, v. 11, n. 3, p. 359, doi. 10.1007/s11803-012-0127-z
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Role of Time Scales in the Coupled Epidemic-Opinion Dynamics on Multiplex Networks.
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- Entropy, 2022, v. 24, n. 1, p. 105, doi. 10.3390/e24010105
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Experimental study on earthquake‐induced pounding between steel structures.
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- CE/Papers, 2023, v. 6, n. 3/4, p. 2361, doi. 10.1002/cepa.2698
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Experimental study on earthquake‐induced pounding between steel structures.
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- CE/Papers, 2023, v. 6, n. 2, p. 2361, doi. 10.1002/cepa.2698
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170. Analysis of temporary steel grandstand with different bracing systems exposed to crowd load.
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- Journal of Measurements in Engineering, 2018, v. 6, n. 4, p. 256, doi. 10.21595/jme.2018.20422
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168. Experimental study of the effect of vertical acceleration component on the slope stability.
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- Journal of Measurements in Engineering, 2018, v. 6, n. 4, p. 240, doi. 10.21595/jme.2018.20420
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Experimental Study on the Effectiveness of Polyurethane Flexible Adhesive in Reduction of Structural Vibrations.
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- Polymers (20734360), 2020, v. 12, n. 10, p. 2364, doi. 10.3390/polym12102364
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Torsional Earthquake-Induced Pounding between Adjacent Buildings Founded on Different Soil Types.
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- Journal of Seismology & Earthquake Engineering, 2024, v. 26, n. 2, p. 49, doi. 10.48303/jsee.2024.2022363.1086
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Reversible Humidity-Driven Transformation of a Bimetallic {EuCo} Molecular Material: Structural, Sorption, and Photoluminescence Studies.
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- Molecules, 2021, v. 26, n. 4, p. 1102, doi. 10.3390/molecules26041102
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Optimized Computational Intelligence Model for Estimating the Flexural Behavior of Composite Shear Walls.
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- Buildings (2075-5309), 2023, v. 13, n. 9, p. 2358, doi. 10.3390/buildings13092358
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ANALIZA POROZUMIENIA KOŃCOWEGO W NEGOCJACJACH ELEKTRONICZNYCH W KONTEKŚCIE ZGODNOŚCI SYSTEMU OCENY OFERT NEGOCJATORA Z INFORMACJĄ PREFERENCYJNĄ.
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- Research Papers of the Wroclaw University of Economics / Prace Naukowe Uniwersytetu Ekonomicznego we Wroclawiu, 2016, n. 446, p. 187, doi. 10.15611/pn.2016.446.14
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The D-Mercator method for the multidimensional hyperbolic embedding of real networks.
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- Nature Communications, 2023, v. 14, n. 1, p. 1, doi. 10.1038/s41467-023-43337-5
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Analysis of floor-to-column pounding of buildings founded on different soil types.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 13, p. 7241, doi. 10.1007/s10518-022-01482-0
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Fragility analysis of structural pounding between adjacent structures arranged in series with various alignment configurations under near-field earthquakes.
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- Bulletin of Earthquake Engineering, 2022, v. 20, n. 13, p. 7215, doi. 10.1007/s10518-022-01471-3
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Probabilistic seismic assessment of RC box-girder highway bridges with unequal-height piers subjected to earthquake-induced pounding.
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- Bulletin of Earthquake Engineering, 2020, v. 18, n. 4, p. 1547, doi. 10.1007/s10518-019-00764-4
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Influence of soil–structure interaction on seismic pounding between steel frame buildings considering the effect of infill panels.
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- Bulletin of Earthquake Engineering, 2019, v. 17, n. 11, p. 6165, doi. 10.1007/s10518-019-00713-1
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Linking of adjacent three-storey buildings for mitigation of structural pounding during earthquakes.
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- Bulletin of Earthquake Engineering, 2016, v. 14, n. 11, p. 3075, doi. 10.1007/s10518-016-9946-z
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Earthquake-induced pounding between equal height multi-storey buildings considering soil-structure interaction.
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- Bulletin of Earthquake Engineering, 2013, v. 11, n. 4, p. 1021, doi. 10.1007/s10518-012-9411-6
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Nonlinear Rate Dependent Model of High Damping Rubber Bearing.
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- Bulletin of Earthquake Engineering, 2003, v. 1, n. 3, p. 397, doi. 10.1023/B:BEEE.0000021512.74990.45
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Guest‐Dependent Pressure‐Induced Spin Crossover in Fe<sup>II</sup><sub>4</sub>[M<sup>IV</sup>(CN)<sub>8</sub>]<sub>2</sub> (M=Mo, W) Cluster‐Based Material Showing Persistent Solvent‐Driven Structural Transformations.
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- Chemistry - A European Journal, 2020, v. 26, n. 49, p. 11187, doi. 10.1002/chem.202000146
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Assessing Control Sustainability Using L-Moment Ratio Diagrams.
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- Electronics (2079-9292), 2023, v. 12, n. 11, p. 2377, doi. 10.3390/electronics12112377
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Machine-Learning Methods for Estimating Performance of Structural Concrete Members Reinforced with Fiber-Reinforced Polymers.
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- Archives of Computational Methods in Engineering, 2025, v. 32, n. 1, p. 571, doi. 10.1007/s11831-024-10143-1
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Seismic Pounding Between Bridge Segments: A State-of-the-Art Review.
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- Archives of Computational Methods in Engineering, 2021, v. 28, n. 2, p. 495, doi. 10.1007/s11831-019-09389-x
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Letter to the Editor: Discussion on the Paper "State-of-the-Art of Research on Seismic Pounding Between Buildings with Aligned Slabs".
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- Archives of Computational Methods in Engineering, 2019, v. 26, n. 3, p. 531, doi. 10.1007/s11831-018-9254-7
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Modification of the Reloading Plastic Modulus in Generalized Plasticity Models for Soil by Introducing a New Equation for the Memory Parameter in Cyclic Loadings.
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- Applied Sciences (2076-3417), 2024, v. 14, n. 11, p. 4418, doi. 10.3390/app14114418
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Effective Equations for the Optimum Seismic Gap Preventing Earthquake-Induced Pounding between Adjacent Buildings Founded on Different Soil Types.
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- Applied Sciences (2076-3417), 2023, v. 13, n. 17, p. 9741, doi. 10.3390/app13179741
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Estimation of the Ultimate Strength of FRP Strips-to-Masonry Substrates Bond.
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- Applied Sciences (2076-3417), 2023, v. 13, n. 12, p. 6955, doi. 10.3390/app13126955
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Numerical Analysis of Seismic Pounding between Adjacent Buildings Accounting for SSI.
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- Applied Sciences (2076-3417), 2023, v. 13, n. 5, p. 3092, doi. 10.3390/app13053092
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