Zbigniew Zembaty

ORCID: 0000-0002-1605-5167
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About
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Research Areas
  • Structural Health Monitoring Techniques
  • Geophysics and Sensor Technology
  • Seismic Waves and Analysis
  • Seismic Performance and Analysis
  • Structural Engineering and Materials Analysis
  • Geotechnical and Mining Engineering
  • Advanced Fiber Optic Sensors
  • Structural Engineering and Vibration Analysis
  • Geotechnical Engineering and Underground Structures
  • Ultrasonics and Acoustic Wave Propagation
  • Structural Response to Dynamic Loads
  • Landslides and related hazards
  • Rock Mechanics and Modeling
  • Masonry and Concrete Structural Analysis
  • Concrete Corrosion and Durability
  • Probabilistic and Robust Engineering Design
  • Optical measurement and interference techniques
  • Industrial and Mining Safety
  • earthquake and tectonic studies
  • Geotechnical and Geomechanical Engineering
  • Structural Analysis of Composite Materials
  • Geotechnical Engineering and Soil Stabilization
  • High-pressure geophysics and materials
  • Railway Engineering and Dynamics
  • Mining and Industrial Processes

Opole University of Technology
2015-2024

University of Opole
1993-2006

Politecnico di Milano
1993

Interest in measuring displacement gradients, such as rotation and strain, is growing many areas of geophysical research. This results an urgent demand for reliable field-deployable instruments these quantities. In order to further establish a high-quality standard strain measurements seismology, we organized comparative sensor test experiment that took place November 2019 at the Geophysical Observatory Ludwig-Maximilians University Munich Fürstenfeldbruck, Germany. More than 24 different...

10.3390/s21010264 article EN cc-by Sensors 2021-01-03

Research Article| December 07, 2016 Rotational Ground‐Motion Records from Induced Seismic Events Zbigniew Zembaty; Zembaty aOpole University of Technology, Faculty Civil Engineering, ul. Prószkowska 76, 45‐758 Opole, Polandz.zembaty@po.opole.plp.bobra@po.opole.pl Search for other works by this author on: GSW Google Scholar Grzegorz Mutke; Mutke bGłówny Instytut Górnictwa, Department Geology and Geophysics, Plac Gwarków 1, 40‐166 Katowice, Polandgmutke@gig.katowice.pl Dariusz Nawrocki;...

10.1785/0220160131 article EN Seismological Research Letters 2016-12-07

10.1016/j.soildyn.2003.10.001 article EN Soil Dynamics and Earthquake Engineering 2003-12-09

10.1007/s10950-012-9307-6 article Journal of Seismology 2012-06-10

For decades, coal mining in the Upper Silesian Coal Basin (USCB) Poland has been inducing annually more than 150 seismic events with local magnitude M > 2. Two sets of sensors were installed USCB to measure angular velocities and translational accelerations from induced by underground mining. In period December 2015 November 2016, 503 recorded between 1.1 3.5. Analysis measurement data for seismicity confirmed a strong linear correlation peak ground acceleration shear S-waves, PGA motion...

10.1016/j.enggeo.2020.105767 article EN cc-by-nc-nd Engineering Geology 2020-07-15

This article presents a concise review of the methods to obtain spectral densities rotational components seismic ground motion from both translational and wave propagation parameters. The are obtained by decomposing at site into body surface contributions with random amplitudes. To rotation resulting stochastic fields waves differentiated respect spatial coordinates. Assumption plane radiating point source leads two components: rocking around horizontal axis perpendicular source-site...

10.1785/0120080102 article EN Bulletin of the Seismological Society of America 2009-05-01

This note describes the rotational seismic load definition as included in Part 6 of Eurocode 8 (EC8.6, 2005). The 8, 2005), ground-motion component depends upon structural subsoil compliance, which is controlled by shear-wave velocity top 30 m ground. A comparison effects rocking ground motion and horizontal on response a 160 m reinforced concrete chimney shows that for motion, excitations contribute significantly to overall structure. engineering code formulas however, should be calibrated...

10.1785/0120080252 article EN Bulletin of the Seismological Society of America 2009-05-01

Preliminary results of an application rotation rate sensors in dynamic identification a vibrating beam are reported. Three rotational sensors, measuring the response cantilever to kinematic harmonic excitations applied reconstruction its stiffness. A successful 15% stiffness drops is demonstrated. With development angular and decrease their cost one can expect further progress this new area vibration-based damage detection.

10.1088/0964-1726/22/7/077001 article EN cc-by Smart Materials and Structures 2013-06-13

The recent rapid development of rotation rate sensor technology opens new opportunities for their application in more and fields. In this paper, the potential rotational sensors modal analysis full-scale civil engineering structural elements is experimentally examined. For purpose, vibrations two 6-m long beams made ultra-high performance concrete (UHPC) were measured using microelectromechanical system (MEMS) sensors. excited to an impact hammer a dynamic vibration exciter. results...

10.3390/s20174711 article EN cc-by Sensors 2020-08-20

Measurements of rotations are unique because their inherent property making them absolute and without an external frame reference [...]

10.3390/s21165344 article EN cc-by Sensors 2021-08-07

Random vibrations of a bridge structure under propagating, seismic excitations are considered and joint effects pseudostatic dynamic studied. Respective matrix equations motion derived. Detailed numerical analysis four-span modeled as three-dimensional (3D) frame kinematic wave with an oblique angle propagation is carried out. Key parameters loads identified their effect on both displacement force response analyzed. The root-mean-square normalized respect to uniform excitations. stays...

10.1061/(asce)0733-9445(1997)123:4(479) article EN Journal of Structural Engineering 1997-04-01

10.1016/s0141-0296(02)00096-2 article EN Engineering Structures 2002-10-08

10.1016/j.soildyn.2007.03.003 article EN Soil Dynamics and Earthquake Engineering 2007-05-01
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