Home Technology COVID-19 lockdown impact on CERN seismic station ambient noise levels
Article Open Access

COVID-19 lockdown impact on CERN seismic station ambient noise levels

  • Łukasz Ścisło , Łukasz Łacny EMAIL logo and Michael Guinchard
Published/Copyright: December 31, 2021
Become an author with De Gruyter Brill

Abstract

Seismic measuring stations do not only record seismic waves. They also pick up tremors caused by other factors: these are known as seismic background noise. In normal conditions, this environmental background is steady over a long time. This article presents the influence of high reduction of human activity due to COVID-19 initial lockdown on ground vibration in the Large Hadron Collider tunnel at the European Organization for Nuclear Research.

1 Introduction

Seismic monitoring setups and stations are not only used to record seismic waves. They can also pick up tremors caused by other sources known as seismic background noise. Human activity is partly responsible for these continuous movements of the ground. For instance, road traffic or industrial activities will cause an additional response of the ground motion. Due to periodic human activity, their impact is typically greater during the workdays and lower at nights and during the weekends. Wind, waves and weather also cause the Earth to vibrate constantly. International studies have shown that levels of human-induced seismic background noise have decreased in many locations since the outbreak of the coronavirus pandemic [1,2]. Measuring stations were thus indirectly detecting the effects of the lockdown and the associated drop in human and industrial activity. This behaviour is especially interesting for places where ground motion conditions monitoring is important for the proper execution of research experiments. Research facilities like European Organization for Nuclear Research (CERN) (Switzerland) [3,4], EGO-Virgo experiment (Italy) [5,6] or SOLARIS (Poland) [7,8] require extensive research on the ground motion behaviour and its effects on the performance of their detectors. This article presents the observations of the seismic ambient noise at CERN during the 2020 strict lockdown around this research centre facilities due to the COVID-19 epidemic.

1.1 Influence of COVID-19 lockdown on seismic background noise in Switzerland

The Swiss Seismological Service (SED) has observed the reduction of seismic ambient noise phenomenon in Switzerland. Monitoring systems connected to the Swiss Strong Motion Network (SSMNet), many of which are located in highly populated areas, have recorded a significant decrease in seismic background noise. This has been the case especially for the stations in larger cities like Zurich, Basel and Geneva. Since the state of emergency was declared (16.03.2020), levels of background noise in these cities during workdays have nearly decreased to the levels recorded during weekends before the beginning of the lockdown. The decrease in ambient noise levels was also observed on the weekend evenings. The seismic noise levels recorded during this time has fallen to the level typically observed on a normal weekday evening in those cities. It is of note that due to the particularity of Swiss urban areas, more seismic noise is generated on weekends than on weekday evenings.

Conversely, rural or alpine stations belonging to the SDSNet have only recorded slight decreases in background noise because these areas are considerably less affected by vibrations from road traffic, trains and other human activities. However, strong winds and other weather factors may nevertheless lead to increased levels of background noise in specific areas.

The additional side effect of the lockdown was the possibility for monitoring stations to detect earthquakes of lesser magnitude for which the signals would otherwise be lost in the background noise. The COVID-19 lockdown has therefore increased the sensitivity of earthquake monitoring in some parts of Switzerland, although the overall effect at just 0.1–0.2 magnitude units. By way of comparison, the sensitivity of monitoring is on average 0.5 magnitude units greater during the night than during daytime working hours [9].

1.2 CERN monitoring system for seismic activity

Large Hadron Collider (LHC) is a part of an international collaboration facility at CERN. It is situated in the underground tunnels beneath the border of France and Switzerland, in the close vicinity to Geneva (Switzerland). It is currently the world largest and highest energy particle accelerator in the world. The underground placement of the accelerator was chosen in order to diminish the influence of undesirable vibrations and disturbances on the operation of this extremely precise scientific apparatus. The cultural noise related to human activity on the surface is typically not strong enough to disturb the current measurements performed in LHC. However, one might expect that either strong ground motion, e.g., caused by a nearby earthquake or a long-term heavy machinery work performed in the close vicinity of the accelerator, might impact its operation and in the worst-case scenario invalidate the data collected during its run. In addition, for future upgrades (LHC-HL) and future strategical investments (FCC), the matter of seismic ambient noise will be a serious matter.

Therefore, for the purpose of monitoring the ground vibration activity in the areas close to the accelerator, a CERN Seismic Network has been established thanks to a collaboration between CERN (EN-MME, EN-STI groups) and Swiss Seismological Service SED [10]. It consists of three separate seismic stations (vaults) as shown in Figure 1: two underground stations, placed in the tunnels at Point 1 (near ATLAS detector) and at Point 5 (near CMS detector) and a third surface station located approximately in the centre of the accelerator ring.

Figure 1 
                  Map of CERN Seismic Network with specified locations of separate seismic stations [11].
Figure 1

Map of CERN Seismic Network with specified locations of separate seismic stations [11].

Each of the three seismic stations has been equipped with a pair of highly precise vibration measuring devices, chosen in such a manner as to complement the measurements obtained from one another. The strong motion sensor of sensitivity of 2.548 × 1 0 4 mV / ( μ m / s 2 ) have been selected for the purpose of detecting the ground excitation of high magnitude such as intense earthquakes or nearby machinery work. On the other hand, the broadband vibrometers of high sensitivity have been chosen to measure with good precision both the response from minor excitation sources and the ambient vibration levels, within a broad frequency range (1/60–100 Hz). The sensitivity of the ones used in the underground stations was 2.5 mV / ( μ m / s ) , while the sensitivity of the one on the surface was 0.8 mV / ( μ m / s ) . Table 1 lists and compares the basic specification of the three selected sensors. All of the sensors have been calibrated before installation using a calibration bench and a Laser Doppler vibrometer (LDV). The data obtained from the broadband sensors have been used in the following analysis and calculations.

Table 1

Sensor parameters

Model Guralp 6T (geophone) Guralp 40T (geophone) Kinemetrics EpiSensor ES-T (str. motion)
Frequency range 1/30–100 Hz 1/60–100 Hz DC – 200 Hz
Sensitivity 2.5 mV / ( μ m / s ) 0.8 mV / ( μ m / s ) 2.548 × 1 0 4 mV / ( μ m / s 2 )
Sensor output ± 20 V diff. ± 20 V diff. ± 5 V diff.
Sensor dynamic range 137 dB @ 5 Hz 151 dB @ 5 Hz 155 dB
Supply voltage 10–30 V 10–36 V ± 12 V

Although, the system was calibrated to measure in the frequency range 1/30–100 Hz, from the point of the LHC and current and future civil engineering operations within the range of 10–50 Hz are of much more importance, because of the natural frequencies of the magnets located in the LHC tunnel. The first two (and most prominent) natural frequencies for the magnets are at 8 and 22 Hz. Although the stations measure vibrations with good trueness, the signal might be perturbed by excessive cultural noise or electronic noise, reducing the quality of the data acquired. The broadband seismometer DAQ modules were chosen especially to present a noise level lower than LHC usual level of vibration between 1/30 and 100 Hz. Additional tests have been performed in the LHC for the purpose of selecting the most adequate modules. The modules have been connected to two Guralp 6T sensors to calculate the noise present in each acquisition chain. The measurement showed similar vertical ground motion levels, which was also verified using the reference equipment. This test confirmed that the module NI9239 is compliant with specific CERN noise requirements and showed that for a broadband seismometer, the noise in the acquisition chain comes mainly from the sensor. Out of the electrical noise, it is possible to point out the typical seismic signals shown in the literature. The strong motion sensor measures the vibration up to 2g. Contrary to broadband seismometers, its noise is low and comes mainly from the acquisition chain. Taking this into consideration, the NI9239 module had also been selected because of its ± 10 V range.

The chosen data acquisition system for seismic stations was an eight-channel CompactRIO from the National Instruments, complemented with two NI9239 modules each equipped with four differential channels. The selected modules allow a 24-bit simultaneous sampling on ± 10 V range with 11 μ V rms input noise. The DAQ controller is supplied by the PS15 24 V power supply from the National Instruments. It is cut-off from the 230 V supply by a PDU power control, which makes it possible to perform a remote reboot in case of a major software issue.

Figure 2 presents a seismic station located at Point 5 with both the strong motion sensor (left) and the broadband sensor (right) placed inside.

Figure 2 
                  Vibrometers placed inside the Point 5 seismic station: strong motion sensor (left) and broadband sensor (right).
Figure 2

Vibrometers placed inside the Point 5 seismic station: strong motion sensor (left) and broadband sensor (right).

2 Influence of COVID-19 on background noise in LHC tunnel

2.1 CERN measures to fight the COVID-19 pandemic

The users presence on the CERN sites from the middle of March 2020 was strongly limited to only the personnel essential for ensuring the security and safety of the facilities and the equipment. All the works on the site were halted, and all equipment and systems that were not required were switched off. CERN has been in a strict safe mode since 16.03.2020, with the majority of personnel working remotely. During this period, a maximum of around 600 people (of the typical 7,000) have been granted occasional permission to enter CERN to ensure the safe maintenance of the sites and facilities. The full plan of access to site restrictions is shown in Figure 3.

Figure 3 
                  Phases of limitation of users’ access to CERN facilities.
Figure 3

Phases of limitation of users’ access to CERN facilities.

Starting from 18.05.2020, on-site activities were extended to a limited number of CERN personnel and contractors, beginning with the personnel whose work was related to CERN maintenance period (Long Shutdown 2), accelerator and detector upgrades and urgent site and building construction activities. The aim is to allow additional 500 people the access to CERN site each week and by doing so restart crucial activities and experiments. The statistical data of the number of users at the site each day is shown in Figure 4.

Figure 4 
                  Number of CERN users at the site from March to June 2020 by CERN SUSI (SUrveillance des SItes).
Figure 4

Number of CERN users at the site from March to June 2020 by CERN SUSI (SUrveillance des SItes).

3 Seismic noise comparison due to COVID-19

A typical approach when analysing vibration is to transform the time-domain quantitative data into frequency-domain qualitative data, such as power spectral density. The analysis of the power spectral density of the data under consideration, provides the information regarding which frequencies (if any) are dominant in the area of the station, and makes it possible to determine how they are related to the nearby activities. The amplitude of vibration ranging from 10 to 100 Hz is mostly stable during the period of standard operation in the vicinity of the station (black line on Figure 5). However, the CERN closure from 16.03.2020 and subsequent limitation of human activity had a visible effect on the amplitude of vibration in the frequencies responsible for cultural noise for both the seismic station on the surface (Figure 5) and the one underground at CERN point 5 – CMS experiment (Figure 6).

Figure 5 
               PSD graph for the 20-min data block from seismic station at the surface (CERNS) before (black line) and after (green line) COVID-19 CERN closure.
Figure 5

PSD graph for the 20-min data block from seismic station at the surface (CERNS) before (black line) and after (green line) COVID-19 CERN closure.

Figure 6 
               PSD graph for the 20-min data block from the seismic station at LHC tunnel (CERN Point 5 – CMS) before (black line) and after (green line) COVID-19 CERN closure.
Figure 6

PSD graph for the 20-min data block from the seismic station at LHC tunnel (CERN Point 5 – CMS) before (black line) and after (green line) COVID-19 CERN closure.

In addition, the data gathered in Figure 6 are presented as a 1/6th octave band graph (Figure 7). The whole frequency range (in this case 0–100 Hz) is divided into sets of frequencies called bands. Each band covers a specified range of frequencies. This approach allows more statistical way to calculate which frequencies are being activated. Finally, the yellow and red horizontal lines shown in Figure 7 correspond to the warning and alarm levels that have been decided upon for the vibration works at LHC. These have proven useful to the team monitoring the works, as a quick indicator for the severity of vibration caused by the heavy machine operation. It can be observed that the monitoring team has decided to lower the warning and alarm levels within the frequency range 7–28 Hz. This is dictated by the fact that the first two and most prominent natural frequencies of the magnets located in the tunnel lie within this range, specifically at 8 and 22 Hz. As such, the ground vibrations at these frequencies were going to have a stronger impact on the magnets and the beam circulating within them.

Figure 7 
               The 1/6th Octave Band Velocity RMS for 20-min data block, comparison of data before and after the lockdown at CERN point 5 (CMS) seismic station.
Figure 7

The 1/6th Octave Band Velocity RMS for 20-min data block, comparison of data before and after the lockdown at CERN point 5 (CMS) seismic station.

When analysing the data using Power Spectral Density, the aim of the analysis and the limitation imposed upon this technique must be considered, specifically the condition for the collected data to be stationary. One can simply assume this for short-term measurements (typically 5–20 min) when no sudden excitation is present. However, if the goal is to analyze the data over a long time, it is necessary to implement a different approach. One of the possibilities is to utilize the probabilistic power spectral density (PPSD) method, which combines the information from multiple PSD data streams to describe the long-term seismic behaviour of the observed area [11].

The data obtained for the analysis and calculation of the PPSD have been downloaded directly from the publicly available servers set up by SED. The detailed procedure for calculating and plotting PPSD is specified in refs [12,13]. In general, for each of the PSD graph acquired from the measurement, the calculation is performed to obtain the values of full-octave averages in 1/8 intervals, which are afterwards allocated in 1 dB power bins inside the PPSD map, under the assumption that the reference value is 1 ( m / s 2 ) 2 / Hz [14]. The percentage value for a given 1 dB power bin and octave range corresponds to the ratio between the number of averaged power values located inside that 1 dB power bin, in comparison to the number of all the averaged power values within that octave range (same as the number of all available PSD graphs).

The PPSD graphs for 2 months before the lockdown and 2 months after implementation of the safety measures are shown in Figure 5 for the CERN surface seismic station and Figure 6 for one of the underground seismic stations (in this case, station at CERN Point 1 – ATLAS experiment).

The thick black lines on the graphs correspond to the so-called new high noise model (upper line) and new low noise model (lower line) as specified in ref. [12]. These lines represent the highest and lowest measured levels of ambient natural Earth noise sources. Taking into account the sources of the seismic noise, the graphs are shown in Figures 8 and 9, and it is suggested that they can be sub-divided into three approximate frequency regions. The first one located within the frequency range between 0.1 and 1 Hz, shows an amplitude maximum at 0.15–0.2 Hz and a sudden drop afterwards. This behaviour is consistent over a period of four examined months. This range corresponds to the so-called micro-seismic vibration caused by the movement of Earth’s oceans. Therefore, limiting the human activity during the lockdown has no noticeable effect on the vibrations in this frequency range.

Figure 8 
               Probabilistic Power Spectral Density of CERN Seismic Station at the surface (CERNS) calculated over a period of 2 months before (left graph) and 2 months after (right graph) the CERN COVID-19 closure.
Figure 8

Probabilistic Power Spectral Density of CERN Seismic Station at the surface (CERNS) calculated over a period of 2 months before (left graph) and 2 months after (right graph) the CERN COVID-19 closure.

Figure 9 
               Probabilistic Power Spectral Density of CERN Seismic Station at Point 1 (ATLAS) calculated over a period of 2 months before (left graph) and 2 months after (right graph) the CERN COVID-19 closure.
Figure 9

Probabilistic Power Spectral Density of CERN Seismic Station at Point 1 (ATLAS) calculated over a period of 2 months before (left graph) and 2 months after (right graph) the CERN COVID-19 closure.

When regarding Figures 8 and 9, both left and right graphs, two amplitude curves are readily visible within the frequency range from 1 to 10 Hz. Those can be interpreted as the vibration caused by human activity, known also as “cultural noise” (operating machines, manufactures, public transport, etc.), with the upper line corresponding to the peak-level of human activity during the day and the lower one to the nightly hours. It is already visible that the amplitudes decreased especially in the case of measurements for the tunnel (CERN1). For the surface station, this effect is much lower due to the location of the surface station in the fields far away from human activities. This behaviour corresponds to the observations done by the Swiss Seismological Service (SED) for rural or alpine stations where only a slight decrease in background noise was recorded.

Finally, within the last frequency range of 10–100 Hz a mostly stable amplitude curve can be seen. As the CERN1 station is located in an underground tunnel (close to ATLAS experiment), the influence of the vibration sources operating within this range on the surface in most part is diminished and thus negligible over a long period. This means that the curve represents the actual ambient noise level inside the tunnel. However, at this location, extensive civil engineering works have been in progress before the lockdown (new caverns excavations), and the effect of the lockdown is clearly visible in Figure 9. The levels for this range after the lockdown have visibly decreased, which can be attributed to the reduction of the additional (human-based) sources of vibration.

4 Summary and future prospects

The COVID-19 limitation of human and industry activity presented in this article has proven convenient for determining the actual impact of these activities on seismic data from the CERN Seismic Network. This study is especially useful in case of discussion about commissioning future generation of accelerators, the operation of which will be highly dependant on seismic noise and maintaining low vibration levels. This analysis makes it possible to obtain an estimate of how much the noise level can be reduced with the limitation of human activity, both on the surface and inside an underground location. Finally, the utilisation of PPSD approach to analyse ambient seismic noise is advantageous for presenting the long-term vibrational impact of human activity on the environment inside the caverns and tunnels at CERN.

Due to the higher energies and precision of LHC and the planned FCC project, it will be essential to monitor human activity directly above the accelerator line. The presented tools will provide a useful utility for a quick and easy way to evaluate seismic conditions in the whole CERN accelerator complex.

  1. Conflict of interest: Authors state no conflict of interest.

References

[1] Poli P, Boaga J, Molinari I, Cascone V, Boschi L. The 2020 coronavirus lockdown and seismic monitoring of anthropic activities in Northern Italy. Scientific Reports. 2020 Jun;10(1):1–8. 10.1038/s41598-020-66368-0Search in Google Scholar PubMed PubMed Central

[2] Gibney E. Coronavirus lockdowns have changed the way Earth moves. Nature. 2020 Mar;580(7802):176–7. 10.1038/d41586-020-00965-xSearch in Google Scholar PubMed

[3] Schaumann M, Gamba D, Guinchard M, Scislo L, Wenninger J. Effect of ground motion introduced by HL-LHC CE work on LHC beam operation. Proceedings of the 10th International Particle Accelerator Conference. Geneva: JaCoW Publishing, CERN; 2019. Search in Google Scholar

[4] Guinchard M, Fessia P, Lacny L, Osborne J, Scislo L, Wenninger J, et al. Investigation and estimation of the LHC magnet vibrations induced by HL-LHC civil engineering activities. Proceedings of the 9th International Particle Accelerator Conference. Geneva: JaCoW Publishing, CERN; 2018. Search in Google Scholar

[5] Ballardin G, Bracci L, Braccini S, Bradaschia C, Casciano C, Calamai G, et al. Measurement of the VIRGO superattenuator performance for seismic noise suppression. Rev Scientific Instr. 2001 Sep;72(9):3643–52. 10.1063/1.1392338Search in Google Scholar

[6] Accadia T, Acernese F, Antonucci F, Astone P, Ballardin G, Barone F, et al. The seismic superattenuators of the virgo gravitational waves interferometer. J Low Freq Noise Vibrat Act Control. 2011 Mar;30(1):63–79. 10.1260/0263-0923.30.1.63Search in Google Scholar

[7] Ziemiański D, Kozień M, Nowak M. Analysis of 3rd Octave band ground motions transmission in synchrotron radiation facility SOLARIS. In: Gibbs B, editor. ICSV24: 24th International Congress on Sound and Vibration. London: International Institute of Acoustics and Vibration; 23–27 July, 2017. p. 2477–82. Search in Google Scholar

[8] Łacny Ł, Kozień M, Ziemiański D. Selected overview of the impact of ground motion on the vibrations of particle accelerators. In: 3rd National Conference on Current and Emerging Process Technologies - CONCEPT 2020. Melville, New York: AIP Publishing; 2020. 10.1063/5.0008950Search in Google Scholar

[9] Nanjo KZ, Schorlemmer D, Woessner J, Wiemer S, Giardini D. Earthquake detection capability of the Swiss Seismic network. Geophys J Int. 2010 Apr;181(3):1713–24. 10.1111/j.1365-246X.2010.04593.xSearch in Google Scholar

[10] Charrondière C, Cabon M, Develle K, Guinchard M. Ground vibration monitoring at CERN as part of the international seismic network. In: Proceedings of the 16th International Conference on Accelerator and Large Experimental Control Systems. ICALEPCS2017; 2018. p. 1695–8. Search in Google Scholar

[11] Łacny Ł, Ścisło L, Guinchard M. Application of probabilistic power spectral density technique to monitoring the long-term vibrational behaviour of CERN seismic network stations. Vibrat Phys Sys. 2020;31(3):2020311, p. 1–7.Search in Google Scholar

[12] McNamara DE, Buland RP. Ambient noise levels in the continental United States. Bulletin Seismolog Soc America. 2004 Aug;94(4):1517–27. 10.1785/012003001Search in Google Scholar

[13] McNamara DE, Boaz RI. Seismic noise analysis system, power spectral density probability density function: Stand-Alone software package. US Geological Survey; 2005. 10.3133/ofr20051438Search in Google Scholar

[14] Peterson JR. Observations and modeling of seismic background noise. US Geological Survey; 1993. 10.3133/ofr93322Search in Google Scholar

Received: 2021-05-13
Revised: 2021-11-29
Accepted: 2021-12-06
Published Online: 2021-12-31

© 2021 Łukasz Ścisło et al., published by De Gruyter

This work is licensed under the Creative Commons Attribution 4.0 International License.

Articles in the same Issue

  1. Regular Articles
  2. Electrochemical studies of the synergistic combination effect of thymus mastichina and illicium verum essential oil extracts on the corrosion inhibition of low carbon steel in dilute acid solution
  3. Adoption of Business Intelligence to Support Cost Accounting Based Financial Systems — Case Study of XYZ Company
  4. Techno-Economic Feasibility Analysis of a Hybrid Renewable Energy Supply Options for University Buildings in Saudi Arabia
  5. Optimized design of a semimetal gasket operating in flange-bolted joints
  6. Behavior of non-reinforced and reinforced green mortar with fibers
  7. Field measurement of contact forces on rollers for a large diameter pipe conveyor
  8. Development of Smartphone-Controlled Hand and Arm Exoskeleton for Persons with Disability
  9. Investigation of saturation flow rate using video camera at signalized intersections in Jordan
  10. The features of Ni2MnIn polycrystalline Heusler alloy thin films formation by pulsed laser deposition
  11. Selection of a workpiece clamping system for computer-aided subtractive manufacturing of geometrically complex medical models
  12. Development of Solar-Powered Water Pump with 3D Printed Impeller
  13. Identifying Innovative Reliable Criteria Governing the Selection of Infrastructures Construction Project Delivery Systems
  14. Kinetics of Carbothermal Reduction Process of Different Size Phosphate Rocks
  15. Plastic forming processes of transverse non-homogeneous composite metallic sheets
  16. Accelerated aging of WPCs Based on Polypropylene and Birch plywood Sanding Dust
  17. Effect of water flow and depth on fatigue crack growth rate of underwater wet welded low carbon steel SS400
  18. Non-invasive attempts to extinguish flames with the use of high-power acoustic extinguisher
  19. Filament wound composite fatigue mechanisms investigated with full field DIC strain monitoring
  20. Structural Timber In Compartment Fires – The Timber Charring and Heat Storage Model
  21. Technical and economic aspects of starting a selected power unit at low ambient temperatures
  22. Car braking effectiveness after adaptation for drivers with motor dysfunctions
  23. Adaptation to driver-assistance systems depending on experience
  24. A SIMULINK implementation of a vector shift relay with distributed synchronous generator for engineering classes
  25. Evaluation of measurement uncertainty in a static tensile test
  26. Errors in documenting the subsoil and their impact on the investment implementation: Case study
  27. Comparison between two calculation methods for designing a stand-alone PV system according to Mosul city basemap
  28. Reduction of transport-related air pollution. A case study based on the impact of the COVID-19 pandemic on the level of NOx emissions in the city of Krakow
  29. Driver intervention performance assessment as a key aspect of L3–L4 automated vehicles deployment
  30. A new method for solving quadratic fractional programming problem in neutrosophic environment
  31. Effect of fish scales on fabrication of polyester composite material reinforcements
  32. Impact of the operation of LNG trucks on the environment
  33. The effectiveness of the AEB system in the context of the safety of vulnerable road users
  34. Errors in controlling cars cause tragic accidents involving motorcyclists
  35. Deformation of designed steel plates: An optimisation of the side hull structure using the finite element approach
  36. Thermal-strength analysis of a cross-flow heat exchanger and its design improvement
  37. Effect of thermal collector configuration on the photovoltaic heat transfer performance with 3D CFD modeling
  38. Experimental identification of the subjective reception of external stimuli during wheelchair driving
  39. Failure analysis of motorcycle shock breakers
  40. Experimental analysis of nonlinear characteristics of absorbers with wire rope isolators
  41. Experimental tests of the antiresonance vibratory mill of a sectional movement trajectory
  42. Experimental and theoretical investigation of CVT rubber belt vibrations
  43. Is the cubic parabola really the best railway transition curve?
  44. Transport properties of the new vibratory conveyor at operations in the resonance zone
  45. Assessment of resistance to permanent deformations of asphalt mixes of low air void content
  46. COVID-19 lockdown impact on CERN seismic station ambient noise levels
  47. Review Articles
  48. FMEA method in operational reliability of forest harvesters
  49. Examination of preferences in the field of mobility of the city of Pila in terms of services provided by the Municipal Transport Company in Pila
  50. Enhancement stability and color fastness of natural dye: A review
  51. Special Issue: ICE-SEAM 2019 - Part II
  52. Lane Departure Warning Estimation Using Yaw Acceleration
  53. Analysis of EMG Signals during Stance and Swing Phases for Controlling Magnetorheological Brake applications
  54. Sensor Number Optimization Using Neural Network for Ankle Foot Orthosis Equipped with Magnetorheological Brake
  55. Special Issue: Recent Advances in Civil Engineering - Part II
  56. Comparison of STM’s reliability system on the example of selected element
  57. Technical analysis of the renovation works of the wooden palace floors
  58. Special Issue: TRANSPORT 2020
  59. Simulation assessment of the half-power bandwidth method in testing shock absorbers
  60. Predictive analysis of the impact of the time of day on road accidents in Poland
  61. User’s determination of a proper method for quantifying fuel consumption of a passenger car with compression ignition engine in specific operation conditions
  62. Analysis and assessment of defectiveness of regulations for the yellow signal at the intersection
  63. Streamlining possibility of transport-supply logistics when using chosen Operations Research techniques
  64. Permissible distance – safety system of vehicles in use
  65. Study of the population in terms of knowledge about the distance between vehicles in motion
  66. UAVs in rail damage image diagnostics supported by deep-learning networks
  67. Exhaust emissions of buses LNG and Diesel in RDE tests
  68. Measurements of urban traffic parameters before and after road reconstruction
  69. The use of deep recurrent neural networks to predict performance of photovoltaic system for charging electric vehicles
  70. Analysis of dangers in the operation of city buses at the intersections
  71. Psychological factors of the transfer of control in an automated vehicle
  72. Testing and evaluation of cold-start emissions from a gasoline engine in RDE test at two different ambient temperatures
  73. Age and experience in driving a vehicle and psychomotor skills in the context of automation
  74. Consumption of gasoline in vehicles equipped with an LPG retrofit system in real driving conditions
  75. Laboratory studies of the influence of the working position of the passenger vehicle air suspension on the vibration comfort of children transported in the child restraint system
  76. Route optimization for city cleaning vehicle
  77. Efficiency of electric vehicle interior heating systems at low ambient temperatures
  78. Model-based imputation of sound level data at thoroughfare using computational intelligence
  79. Research on the combustion process in the Fiat 1.3 Multijet engine fueled with rapeseed methyl esters
  80. Overview of the method and state of hydrogenization of road transport in the world and the resulting development prospects in Poland
  81. Tribological characteristics of polymer materials used for slide bearings
  82. Car reliability analysis based on periodic technical tests
  83. Special Issue: Terotechnology 2019 - Part II
  84. DOE Application for Analysis of Tribological Properties of the Al2O3/IF-WS2 Surface Layers
  85. The effect of the impurities spaces on the quality of structural steel working at variable loads
  86. Prediction of the parameters and the hot open die elongation forging process on an 80 MN hydraulic press
  87. Special Issue: AEVEC 2020
  88. Vocational Student's Attitude and Response Towards Experiential Learning in Mechanical Engineering
  89. Virtual Laboratory to Support a Practical Learning of Micro Power Generation in Indonesian Vocational High Schools
  90. The impacts of mediating the work environment on the mode choice in work trips
  91. Utilization of K-nearest neighbor algorithm for classification of white blood cells in AML M4, M5, and M7
  92. Car braking effectiveness after adaptation for drivers with motor dysfunctions
  93. Case study: Vocational student’s knowledge and awareness level toward renewable energy in Indonesia
  94. Contribution of collaborative skill toward construction drawing skill for developing vocational course
  95. Special Issue: Annual Engineering and Vocational Education Conference - Part II
  96. Vocational teachers’ perspective toward Technological Pedagogical Vocational Knowledge
  97. Special Issue: ICIMECE 2020 - Part I
  98. Profile of system and product certification as quality infrastructure in Indonesia
  99. Prediction Model of Magnetorheological (MR) Fluid Damper Hysteresis Loop using Extreme Learning Machine Algorithm
  100. A review on the fused deposition modeling (FDM) 3D printing: Filament processing, materials, and printing parameters
  101. Facile rheological route method for LiFePO4/C cathode material production
  102. Mosque design strategy for energy and water saving
  103. Epoxy resins thermosetting for mechanical engineering
  104. Estimating the potential of wind energy resources using Weibull parameters: A case study of the coastline region of Dar es Salaam, Tanzania
  105. Special Issue: CIRMARE 2020
  106. New trends in visual inspection of buildings and structures: Study for the use of drones
  107. Special Issue: ISERT 2021
  108. Alleviate the contending issues in network operating system courses: Psychomotor and troubleshooting skill development with Raspberry Pi
  109. Special Issue: Actual Trends in Logistics and Industrial Engineering - Part II
  110. The Physical Internet: A means towards achieving global logistics sustainability
  111. Special Issue: Modern Scientific Problems in Civil Engineering - Part I
  112. Construction work cost and duration analysis with the use of agent-based modelling and simulation
  113. Corrosion rate measurement for steel sheets of a fuel tank shell being in service
  114. The influence of external environment on workers on scaffolding illustrated by UTCI
  115. Allocation of risk factors for geodetic tasks in construction schedules
  116. Pedestrian fatality risk as a function of tram impact speed
  117. Technological and organizational problems in the construction of the radiation shielding concrete and suggestions to solve: A case study
  118. Finite element analysis of train speed effect on dynamic response of steel bridge
  119. New approach to analysis of railway track dynamics – Rail head vibrations
  120. Special Issue: Trends in Logistics and Production for the 21st Century - Part I
  121. Design of production lines and logistic flows in production
  122. The planning process of transport tasks for autonomous vans
  123. Modeling of the two shuttle box system within the internal logistics system using simulation software
  124. Implementation of the logistics train in the intralogistics system: A case study
  125. Assessment of investment in electric buses: A case study of a public transport company
  126. Assessment of a robot base production using CAM programming for the FANUC control system
  127. Proposal for the flow of material and adjustments to the storage system of an external service provider
  128. The use of numerical analysis of the injection process to select the material for the injection molding
  129. Economic aspect of combined transport
  130. Solution of a production process with the application of simulation: A case study
  131. Speedometer reliability in regard to road traffic sustainability
  132. Design and construction of a scanning stand for the PU mini-acoustic sensor
  133. Utilization of intelligent vehicle units for train set dispatching
  134. Special Issue: ICRTEEC - 2021 - Part I
  135. LVRT enhancement of DFIG-driven wind system using feed-forward neuro-sliding mode control
  136. Special Issue: Automation in Finland 2021 - Part I
  137. Prediction of future paths of mobile objects using path library
  138. Model predictive control for a multiple injection combustion model
  139. Model-based on-board post-injection control development for marine diesel engine
  140. Intelligent temporal analysis of coronavirus statistical data
Downloaded on 6.1.2026 from https://www.degruyterbrill.com/document/doi/10.1515/eng-2021-0124/html
Scroll to top button