Abstract
BACKGROUND:
Metropolitan bus drivers have higher prevalence of work-related musculoskeletal disorders (WMSDs) due to their nature of work and working environment.
OBJECTIVE:
To identify the prevalence of WMSDs and associated risk factors and to conduct real-time testing to evaluate Whole Body Vibration (WBV) and Hand-Arm Vibration (HAV) in buses based on the ISO standards to assess the vibrations levels at different speeds.
METHODS:
Participants in this study were 370 full-time male bus drivers from the north and south zones of 13 depots of Bengaluru Metropolitan Transport Corporation (BMTC), Bengaluru, south India. Information regarding WMSDs symptoms during the previous 7 days and 12 months were collected by Modified Nordic Musculoskeletal Questionnaire (MNMQ). WBV and HAV testing was performed and vibration levels were compared with ISO-2631-1 (1997) and ISO-5349-1-2001 standards. It was found that 68.7% of participants reported WMSDs.
RESULTS:
Several individuals and work-related factors were found to be statistically significant with WMSDs. From the Gini impurity measure, vibration and road types (Asphalt pavement and Rough road) were considered as vital risk factors associated with WMSDs.
CONCLUSION:
From the WBV and HAV evaluations, it was found that for buses on asphalt pavement at > 60 km/h, the vibration level was higher compared to a lower speed. The vibration level exceeded the Exposure Action Value (EAV) on rough roads at all speeds (20km/h, 40km/h and 60km/h) and in several situations considered based on assumptions the vibration level exceeded the Exposure Limiting Value (ELV).
Introduction
The metropolitan cities of India are featured by a high density of vehicles in poorly managed traffic and congested roads. Drivers involved in long-duration driving usually have higher prevalence of WMSDs (Work-related Musculoskeletal Disorders), predominantly low back pain [1–3]. Drivers are at high risk of developing WMSDs due to prolonged sitting, increased vibration and the long duration of driving [4]. Since drivers are exposed to road and vehicle-induced vibrations and stressful conditions/situations on a daily basis, the driving job was considered as an unhealthy and stressful occupation [5, 6]. Vulnerability to work related stress among professional drivers is due to personality traits and organizational interventions [7]. Drivers are vulnerable to WMSDs due to muscle strain and degenerative changes in the organs of the body [8]. Vehicle condition, road condition, traffic management, individual factors, and other environmental factors influence the prevalence of WMSDs among drivers [9]. The major consequences of WMSDs are lower productivity, early retirement, and absenteeism [10]. Vibrations through vehicle interfaces like seats, driver floors, steering wheel and in-vehicle controls like the clutch, brake, accelerator pedal and gear lever are felt by the drivers. Vibration is also a vital factor in the development of WMSDs [11, 12]. Accelerating, decelerating, maneuvering and steering of a bus in traffic induces vibration and transferred to the driver’s upper and lower extremities. The transmitted vibration energy in the driver’s body will induce discomfort and fatigue, which may lead to WMSDs and impairment of the nervous system [13]. The city bus drivers are exposed to impulsive shocks and continuous vibration daily [14]. Ergonomic considerations in vehicle design can directly influence the chances of getting WMSDs in professional drivers [15]. Due to prolonged sitting, lower back pain is common among bus drivers followed by WMSDs in the lower extremities, wrist and arm regions [16]. Body mass index, age, long driving durations and shift timings are also major contributors to WMSDs [17, 18]. The expensive treatments for WMSDs in multispecialty hospitals are burden to drivers [19]. Public service projects like road construction, metro rail work, sanitary and drinking water, cooking gas pipeline works, laying of optical fiber cable (OFC) and underground electrical cables are also reasons for bad road conditions in the bus routes of metropolitan cities. These projects will certainly alter the surface of the road which leads to road-induced vibration to city buses. Studies have been done on the influence of road types, suspension types, and condition of pavement on whole body vibration [20]. In Bengaluru Metropolitan Transport Corporation (BMTC), only the premium segment city buses have foam cushion seats; the rest of the bus has seats knitted with nylon tubes. Several studies have shown that there is no seat variety that will suit all conditions [21]. Increased pressure in tires is also a major contributor of WBV among drivers. In heavy traffic and on congested roads, driving speed usually varies from 20–60 km/h. At lower speeds, engine vibration is the dominating factor along with the resonances of the other subsystems of the bus.
Previous research indicates the association between WMSDs and whole body vibration [22]. Some real-time studies have reported a positive correlation between the prevalence of WMSDs and WBV, considering the vibration exposure time, floor types (high floor and low floor buses), different seats, tire pressure, body mass index of the driver, and other relevant factors. The vehicles considered in the previous studies were fully designed, built and tested for Noise, Vibration and Harshness performances (NVH) by a single organization/company. In the present study, buses body were built by BMTC as per Centre Motor Vehicle (CMV) rules, India and chassis were procured from the leading manufactures. Besides the water leakage test, no other tests were done after assembling the body over the chassis. An attempt has been made to identify the vibration exposure level considering different road types in the public transport buses.
The purpose of this study was to determine the risk factors contributing to the prevalence of WMSDs and to identify the possible risks of whole body vibration and hand arm vibration on drivers’ health. The outcomes of the present study will be helpful for BMTC to evaluate vibration exposure level in buses after assembling with the procured chassis. For the maintenance personnel, the measured vibration level will be an indicator to inspect and replace the worn out parts, bushes and isolators in the body and chassis components (suspension, brakes, steering,bolting attachments between the chassis, engine and body).
Materials and methods
Selection of sample size
Currently, BMTC has 16,200 drivers, 4,982 drivers-cum-conductors and 5,175 conductors. Drivers-cum-conductors means the personnel driving the bus whenever and wherever required and takes care of the collection of fares from passengers. The questionnaire survey was conducted in the north and south zones of BMTC which consists of 5,058 full-time drivers aged between 24–55 years. 5,058 drivers are considered as the population size (N) for which sample size is 370.4 (n). The sample size was calculated using Yamane’s formula [23]:
Participants
Participants selected for this study were full-time male bus drivers from BMTC. These drivers perform 9-10 hours of driving daily with six days on and one day off. Premium segment city bus drivers, drivers with chronic diseases (asthma, diabetes, arthritis and blood pressure) and traumatic injuries in their musculoskeletal systems, drivers who were undergoing treatment for several diseases (piles and skin allergy) at the time of the study, and drivers who are older than 55 years were excluded from the study.
Ethical consideration
Authors got approval from BMTC to conduct the study. Through Head of Human Resource, BMTC drivers were requested to participate in the study. The purpose of the study was explained in detail to all participants and participation in this study was entirely voluntary and anonymous. The questionnaire was checked and approved (approval no. BMTC: CO: HRD: 1025) by the Chief Engineer, Head of Human Resource, Depot Managers and Divisional Controller (DC) of BMTC, Bengaluru.
Pilot survey
In a pilot study, 15% of the study sample were individually interviewed during their free time using the questionnaire. These participants were also included in the main study. The authors also travelled with the drivers in many routes to identify the risk factors faced by the drivers in traffic. Based on the feedback by the drivers and the field study, the questionnaire was modified, and the study was then conducted.
Data collection
Work and workplace characteristics
BMTC was formed as an independent corporation with effect from 15 August 1997 after bifurcation from Karnataka State Road Transport Corporation (KSRTC). In BMTC, there are 45 depots, 12 central workshops and one fully equipped training center. As of 31 March 2020, BMTC caters to the transport services in the city and sub-urban areas of Bengaluru in a radius of about 40.4 km. The area was expanded to 3,527 km2 to 5,130 km2 in view of the greater Bengaluru. 4.4 million passengers utilize BMTC services daily. BMTC operates 2,253 routes covering 55,469.5 km, with an average route length of 24.6 km.
Drivers were assigned to prescribed routes and a bus every day. Drivers’ duties may change weekly or monthly and sometimes daily based on the requirement and availability of buses. Drivers were assigned to achieve the target of 203 km in a day. Due to heavy traffic and weather conditions, drivers can cover around 180–190 km/day. Drivers of BMTC are entitled to 10 paid holidays annually and medical reimbursement as per corporation regulations. With a view to providing better medical facilities, BMTC has empanelled 17 well-equipped hospitals recognized by the Government of Karnataka, wherein the drivers can avail the cashless inpatient facility for treatments. Drivers who were found medically unfit due to WMSDs, accidents, or willing to take voluntary retirements, are entitled to avail additional financial benefits from the corporation.
Data from questionnaire
During the study, the data were collected by face-to-face interviews with the help of questionnaires and direct observations. Questions were based on the Modified Nordic Musculoskeletal Questionnaire (MNMQ) [24, 25]. Drivers’ opinions, experience, and the incidents that they had experienced earlier were taken into consideration while studying the associated risk factors of driving. The questionnaire consisted of three sections (a). Socio-demographic information (b). Occupational/Behavior/Lifestyle Information (c). Medical/Health (history) information. The first section included information about age, height, weight, education, and marital status. The second section covered the information on shift timings, driving behavior, seat adaptability, ease of egress/ingress, involvement in traffic violence and rash driving, micro breaks,the body bends (Awkward postures while driving) and repetitive tasks, the reachability of in-vehicle controls, exposure to WBV, thermal comfort, stress at work, depending on outside food, smoking/tobacco consumption and drinking habits. The third section asked about the prevalence of WMSDs from the previous 7 days to 12 months. The first section of the questionnaire was comprised of multiple choice questions, the second section had ‘yes’ or ‘no’ type responses, and the third section had body charts to identify the body sites in which they feel discomfort.
Data from real-time testing
Testing equipment
Procedures for collecting the WBV and HAV measurements and the data acquisition system were followed by ISO-2631-1 (1997) and ISO-5349-2001-1 standards [26, 27]. Seat pad accelerometers (triaxial accelerometer) were placed on the driver’s seat cushion/seat pan [Sensitivity (mV/g) X-100.3, Y-101.3, Z-100.7] and on the back rest [Sensitivity (mV/g) X-100.40, Y-99.44, Z-99.05] (Fig. 1(a)). The seat pad accelerometers used in this study were PCB model-356B41. A triaxial accelerometer [Sensitivity (mV/g) X-103.0, Y-102.7, Z-104.1] of PCB model-T356A15 was mounted on the driver floor (Fig. 1(b)). On the steering wheel, two triaxial accelerometers [PCB model-T356A15] were mounted in the 12 o’clock position [Sensitivity (mV/g) X-102.8, Y-96.4, Z-102.8] and 3 o’clock position [Sensitivity (mV/g) X-101.4, Y-107.0, Z-107.0]. The range of all accelerometers used was ±50 g. Triaxial accelerometers were placed on the steering wheel as shown in Fig. 1(c). A data logger [Prosig model-P8020] which can be operated at temperatures between 0 to 40°C with supply voltage of 10–36 V DC (direct current) was used for vibration data acquisition. The other specifications of data logger are analog input (up to 40 channels plus tachometer), Expansion (flexible packaging options), Dimension (HXWXD –50 mm X 380 mm X 330 mm) and Split rate sampling (multiple sampling rates can run concurrently on separate cards). Before data acquisition, the equipments were calibrated as per the procedures mentioned in ISO-8041-2005 standards. The data logger had an internal global positioning system from which coordinates were used to confirm the start and end points of the road segments.

Real time vibration testing attributes.
The test route selected for this study was a recently constructed asphalt pavement road with minimum irregularities. The rough road selected was located near the city outskirts because it was not possible to attain 60 km/h speed within the city limits of the rough road. The asphalt road was a common bus route in the city (Fig. 1(d)). Testing was conducted during non-peak hours in fewer traffic conditions. Buses were empty with no passengers inside when the vibration measurements were taken, leaving only the driver and data acquisition personnel (Fig. 1(e)).
Driver
A male bus driver with the character height of 1.71 meters, body mass of 72 kg, age of 42 years and driving experience of 8 years was selected for this study. The driver had no accidents history, had not undergone any surgery or treatment for the past 12 months. The same driver is considered for data acquisition in both buses (Fig. 1(f)).
Vehicle
The feedback from the Chief Engineer, Works Manager, Depot Managers and Mechanics of the depots were also considered and verified for bus selection to conduct real time testing. The two buses which were selected for testing were commonly available in all the states of India (Fig. 1(g)). The common specification of the bus is provided in Table 1.
General specification of chassis of both buses considered for vibration analysis
General specification of chassis of both buses considered for vibration analysis
In BMTC, for buses the chassis are procured from leading manufacturers like Tata Motors, Ashok Leyland, Eicher, and Swaraj Mazda and their bodies were built by the BMTC in regional workshops under the supervision of the Component Process Department (CPD). The body construction process involves basic frame construction followed by painting, paneling, furnishing of interiors and electrical wiring and the construction process is shown in Fig. 1(h, i). In the final stage of assembly water leakage test and final inspections related to electrical wiring were carried out. The materials used for constructing buses by BMTC are provided in Table 2.
Raw materials used for body building of bus in BMTC (Source: Regional workshop, BMTC)
Raw materials used for body building of bus in BMTC (Source: Regional workshop, BMTC)
The real-time vibration tests were carried out in two buses (Bus A and B) of the same model and make. All the readings were recorded only after the bus attained the specified speed (20 km/h, 40 km/h, and 60 km/h). To ensure the reproducibility of the data, each test was repeated three times and averaged for the different speeds. All the instruments were calibrated before recording the data, and the data were recorded for 60 seconds for all tests.
Data analysis
The drivers’ responses were entered in the questionnaire form, and then coded for suitable analysis. Chi-square (χ2) test (with 95% confidence intervals) (using SPSS v. 23) was conducted to assess the relationship between independent and dependent variables. The independent variables considered in this study were socio-demographic, work-related factors and lifestyle/behaviors/occupational information, whereas reported musculoskeletal complaints were considered as a dependent variable.χ2 test results of p < 0.05 were considered statistically significant (Table 3). The data acquired from the field tests in the buses by testing equipment were processed in MATLAB and then compared with ISO and European standards. Prevalence (%) of WMSDs during the previous 12 months and 7 days were also identified. A decision tree model (classification tree) which uses Gini impurity metric was built using Python scikit-learning package. From decision tree model the risk factors identified by Chi-square test were evaluated to determine the factors associated with WMSDs to a greater extent.
Association of socio-demographic, lifestyle/health and work-related factors and reported work-related musculoskeletal disorders (WMSDs) (n = 370)
Association of socio-demographic, lifestyle/health and work-related factors and reported work-related musculoskeletal disorders (WMSDs) (n = 370)
n = number of samples, df = degrees of freedom, χ2= Chi-square value, pa= Significant/non-significant values, *< 1e-5.
In order to evaluate the WBV and HAV which were influencing the prevalence of WMSDs among BMTC drivers, there is a need to consider several international standards such as ISO-2631-1-1997, ISO-5349-1-2001 and European directive 2002/44/CE to compare the measured vibration values [28, 29]. Other standards like EN 13059 (DIN, 2009), BS684 (BSI, 1987), OPSP 1093 (OPSI, 2005) were also available to evaluate the WBV exposure. The basic centric coordinate system used for HAV and WBV is shown in Fig. 2.

Basic centric axis for HAV (Hand-arm vibration) and WBV (Whole body vibration) measurement (Source: ISO-2631-1-1997 and ISO-5349-1).
Considering the steering wheel as primary source of vibration, HAV was evaluated as per ISO 5349-1-2000 whereas WBV was evaluated based on ISO 2631-1-1997 by analyzing the vibration level at the driver seat pan, back rest and driver floor region. EAV and ELV are considered as standards to compare the WBV levels as shown in Fig. 3. The basic evaluation of vibration was carried out by the RMS (root-mean-square) acceleration. Acceleration values obtained from measured signals at different spectral content may have identical values, but their effect on the human body is different. In order to rectify these issues ISO-2631-1-1997 and ISO 5349-1-2000 adopt the idealized weighting curves to be used as filters in order to measure only the relevant part of the oscillatory movement of the body. The curves are frequency dependent and were used as a factor that attributes different weights to the movements depending on the frequency content as shown in Fig. 4. The measured acceleration is weighted resulting in aw which is given by the Equation 1:

Daily acceleration exposure limits as function of the weighted RMS (roo-mean-square) acceleration to the whole body exposure. (Source:ISO-2631-1-1997).

Weighting curves for whole body vibration (WBV) (Source: ISO-2631-1-1997).
Frequency weightings shall be determined in order to integrate the frequency weighted acceleration with time history. The manner in which the vibration affects the health and comfort is dependent on the vibration frequency content. For different axis of vibration, different frequency weightings were required. For health and comfort two principal frequency weightings were used, Wk for z-direction and Wd for x and y direction. It was recommended using k = 0.8 with frequency weightings for vibration measurement in the x-axis while evaluating the vibration in the seat back rest. The weightings were applied to a seated person with the multiplying factors as shown in the Table 4.
Weighting curves and multiplication factors (Source: ISO-2631-1-1997)
Weighting curves and multiplication factors (Source: ISO-2631-1-1997)
For comfort analysis, it was required to calculate av which can be determined from vibrations in orthogonal coordinates and was calculated by the equation below:
Driving a bus in different road profiles within the city limits will induce different magnitude of vibrations to the drivers. Vibration measurement for 8 hrs is impractical and expensive and the preferred alternative was to measure the vibration exposure of a particular task for a particular time and then to sum the exposure time (8 hours).
A (8) was calculated for a particular task from a level of vibration and exposure time, as per the equation below:
In the present study to assess the WBV and HAV total value of weighted RMS acceleration (av) was considered.
City bus drivers were usually exposed to different vibration levels at different times from sources like the steering wheel, in-vehicle controls, floor and seat. Considering the sources individually, partial vibration exposure values were calculated. The overall daily vibration exposure can be calculated from partial vibration exposure values using the equation below:
In order to decide whether the vibration levels measured were harmful to health, EAV and ELV standard limits were given in the ISO-2631-1-1997. Vibration levels below EAV were non-hazardous to health; for vibration levels above ELV, necessary actions should be taken in order to mitigate or eliminate the exposure. Daily acceleration exposure limits are shown in Table 5 as the function of frequency weighted RMS acceleration to the WBV exposure. Vibration levels mentioned in European standards (Directive 2002/44/EC, 2002) were used as a reference to limit the values and are shown in Table 6.
Likely reactions to various magnitudes of overall vibration (Source: ISO-2631-1-1997)
Exposure action values (EAV) and exposure limit values (ELV)
In comfort analysis, the same model of the bus was considered, and they were manufactured in the same year. Both bodies were built in the same regional workshop under the same Central Motor Vehicle (CMV) rules. The only difference between the buses was in terms of the engine run hours, which was 3,000 for Bus A and 7,000 for Bus B. Within these hours, Bus A and Bus B travelled 51,000 km and 109,000 km, respectively. Both buses belonged to same depot and were maintained by the same maintenance personnel. As per the economic survey of Karnataka, 19% of the buses in BMTC have crossed more than 1 million kms. The average life of a bus engine was up to 0.45 million kms, as specified by the manufacturers. After refurbishment, the engine can be used up to 0.8 million km. More than 4,000 buses in BMTC have operated for more than 0.6 million km.
Considering the correct multiplication factor and weighting curves from the equation-2, av was calculated for evaluating WBV and HAV in both idle and cruising conditions for all the orthogonal coordinates. Figure 5(a–e) represent the comfort analysis in asphalt pavement (left hand side) and rough road (right hand side) separately for Bus A and Bus B. The acceleration levels are presented as a function of speed ranges, with the x-axis is the speed developed by the bus and the y-axis being the total weighted vibration in m/s2. The purpose of considering the idle (800 RPM and 1000 RPM) condition in the present study was to represent the vibration of the bus during frequent stops due to traffic jams, passengers onboarding and off-boarding at the bus stops. Analyzing the steering wheel and seat individually at different speeds, it was observed that the engine-induced vibration was the chief source of vibration followed by the road profile.

aw at different speeds.
In order to measure the approximate value of A (8), three assumptions were made based on the daily possible routines of the city bus drivers in BMTC (Table 7).
Assumptions of daily possible routines of drivers (values are in terms of hours)
Assumptions of daily possible routines of drivers (values are in terms of hours)
Case 1: Bus A and B operate on asphalt pavement for longer duration (3.5 Hr) and the rest of the time, including resting and idle hours, they operate on rough roads. Idle hours represent the engine-on condition at traffic signals, passenger on and off-boarding at stops, and slow-moving situations in traffic. The resting hours represent the breaks taken by the drivers.
Case 2: Bus A and B operate on rough roads for longer duration (3.5 Hr) and for the rest of the time they operate on asphalt pavement, including resting and idle hours.
Case 3: Bus A and B were utilized equally on both asphalt pavement and on rough road conditions.
General information
Data were collected on 370 male bus drivers: 10.3% were between 24–28 years of age, 50.5% were between 29–39 years of age, and 39.2% were ≥40 years of age. The mean (SD) height, body mass, and age of the participants was 1.70 (SD±0.3) meters, 69.4 (SD±7.7) kg and 40 years (SD±6.9 years), respectively. 42.4% of the drivers worked on the first shift, 27.0% worked in the second shift and 30.5% worked in the general shift. It was found that 22.4% of drivers maintained good health, and the rest had average health status with a history of WMSDs. 80.3% of drivers consumed tobacco/smoked and drank alcohol, and 32.9% of drivers were involved in outdoor sports activities during their free time.
More than half of the study participants reported that they feel muscle fatigue during driving and a lack of strength due to routine work. 77.8% of drivers had a habit of turning off the ignition at traffic signals and 66.1% of drivers reported that they sleep on the bus floors (passenger compartment) at the end of their duty due to unhygienic rest houses in the depots and their own houses that were located far away from the workplace. More than a fifth (21.1%) of drivers had a tendency towards rash driving in order to complete the scheduled trips and over half (57.5%) of drivers complained about the thermal discomfort in the cabin due to heat radiating from the engine, poor ventilation of the cabin, and general environmental conditions. In the current study, it was found that 72.9% of drivers sit for a prolonged period, 77.3% had seat adaptability (adjustments) issues, 70.8% were not satisfied with the job, 84.6% had stress due to tight work schedules and traffic congestion, and 87.3% were dependent on outside food. In addition, 71.9% reported not having proper access to restrooms and drinking water facilities while at work, 81.3% were exposed to vibration due to vehicle and road conditions, and 73.53% were reported egress/ingress issues on the buses.
Prevalence of WMSDs from previous 7 days
The body part discomfort (BPD) scale has been used to record the self-reported objective rating of pain feeling [30, 31]. Drivers having symptoms with ratings from 3–5 (1-Not uncomfortable, 2-Barely uncomfortable, 3-Quite uncomfortable, 4-Very uncomfortable, 5-Extremely uncomfortable) are considered as suffering from WMSDs. It was found that drivers had experienced symptoms during the previous 7 days in neck (11.0%), shoulder (21.1%), arm (8.7%), forearm (7.2%), upper back (13.6%), lower back (32.7%), hip/buttocks (19.6%), thighs (15.4%), knees (20.4%), fingers (10.0%), and ankle/foot (22.5%). It was also found that the fewest symptoms were experienced by participants in the hand/wrist (5.1%).
Prevalence of WMSDs from previous 12 months
During the 12 months prior to data collection, participants experienced symptoms in the neck (14%), shoulder (26.3%), arm (9.6%), forearm (14.6%), hand/wrist (8.6%), fingers (12.3%), upper back (24.4%), lower back (37.8%), hip/buttocks (16.9%), thighs (19.9%), knees (36.2%), and ankle/foot (18.2%).

Decision tree model.
From the Chi-square test, independent variables which show significant association with WMSDs were determined. To identify the independent variables which have a closer association with WMSDs, a common metric called Gini impurity is used to build the decision tree model [32, 33]. The decision tree model is shown in the Fig. 6. From Table 3, it is observed that the independent variables (except individual factors like age and Body Mass Index-BMI) which influences WMSDs have the response of ‘yes’ or ‘no’ from the participants. If the set of response for independent variables contains ‘yes’ or ‘no’,the minimum Gini impurity is 0 and the maximum impurity is 0.5 when half of the recipes are ‘yes’ and the other half is ‘no’. Likewise Gini impurity was evaluated for independent variables (input) which were significantly associated with WMSDs (target). Each independent variable considered as input will have certain gini impurity and the sum of those should be equal to 1. The independent variable which has gini impurity closer to 1 is considered as a major contributor to WMSDs in this study. Table 8 shows Gini impurity for independent variables (risk factors). For some of the independent variables (tired at the end of the work, self-medication for body pain, involved in traffic violence, reacting to other road users, on duty break and reacting to other road users) Gini impurity was 0 which was not shown in the table. Road types (0.289) and vibration (0.018) were considered as major contributors to WMSDs.
Gini Impurity measures
Gini Impurity measures
On the steering wheel at the 12 o’clock position, in bus A the vibration level was 0.43±0.03 m/s2 at 60 km/h and in bus B it was 0.46±0.05 m/s2 and 0.52±0.03 m/s2 at 40 km/h and 60 km/h respectively. Comparatively, the highest mean vibration level in bus B was at 60 km/h. On the steering wheel at the 3 o’clock position at 40 km/h and 60 km/h in bus A 0.32±0.04 m/s2 and 0.38±0.06 m/s2 respectively, and in bus B the vibration level was 0.42±0.05 m/s2 and 0.49 m/s2 at 40 km/h and 60 km/h respectively.
On the driver floor in bus A the vibration level was 0.45±0.06 m/s2 and 0.5±0.04 m/s2 at 40 km/h and 60 km/h respectively. In bus B the vibration level on the driver floor was > 0.5 m/s2 at all speeds > 20 km/h. At the seat pan seat pad accelerometer was mounted as per ISO 10326-1 : 1992 standard. The seat pan was made up of nylon tubes for the comfort of the driver. Nylon tubes have a certain damping effect and also by virtue of the human body has damping nature due to muscles and bones. In both buses, the vibration level was recorded < 0.5 m/s2 at 20 km/h, 40 km/h and 60 km/h.
Comfort analysis on rough road
Vibration level of 2.5±0.06 m/s2 and 3.0±0.08m/s2 were observed at 40 km/h and 60 km/h respectively in bus A on the steering wheel at the 12 o’clock position. In bus B, the mean vibration level exceeded > 2.5 m/s2 at all speeds > 20 km/h on the steering wheel at the 12 o’clock position. On the steering wheel at the 3 o’clock position,the vibration level was > 2.5 m/s2 at 40 km/h and 60 km/h in both buses. As per the standards (Directive 2002/44/EC, 2002), a vibration level that exceeds EAV > 2.5 m/s2 causes harm to the driver. At the driver floor, backrest and seat pan at all speeds > 20 km/h on rough roads in both buses, vibration level exceeded EAV.
A(8) based on assumptions
From Fig. 7(a, a1-b, b1) it was observed that in Bus A for case 2 and 3, A(8) exceeded the EAV for the backrest, seat pan, and driver floor locations. In case 1, A(8) exceeded EAV in the driver floor and seat pan locations. A(8) exceeded the ELV in the driver floor in case 2 and was within the EAV in the target positions on the steering wheel. In bus B, A(8) for the driver floor exceeded the ELV in all 3 cases. For the seat pan, A(8) exceeded the ELV in case 2 and 3. For the steering wheel at the 12 o’clock position, the A(8) magnitude was nearer to the EAV; for the rest of the conditions, it was within the EAV.

Evaluation of A(8).
Driving is a monotonous and risky job. WMSDs were common among professional drivers. In this study results from the questionnaire indicated that 68.7% of participants reported WMSDs. Similar studies also found that approximately 55.8% of Karnataka State Road Transport Corporation (KSRTC) drivers in Karnataka, India [34], 60.4% Malaysian bus drivers [35] and 44.0% US taxi drivers reported WMSDs [36]. Based on the Gini impurity measure, road type (0.289) and vibration (0.018) were considered as major contributors to WMSDs. The real-time vibration measurement was done considering road types (asphalt pavement and rough road) for specific speed (20km/h, 40km/h and 60km/h) of the buses. Comfort analysis and A [8] evaluation was conducted in order to compare the measured vibration with the ISO and European standards. A similar study was conducted considering vehicles of the same category and vibration measurements were done considering the road types and speed of the vehicle [20].
Public service projects like metro rail work, underground cable work, and drinking water and sewage pipeline works occur on a daily basis and affect the road surface. Damage to the road surface can induce a higher vibrations level (> 0.5 m/s2) to the buses and drivers. The asphalt on the poorly constructed pavement road get erode during the rainy season, creating potholes on the road surface. In 2018-2019, Bruhath Bengaluru Mahanagara Palike (BBMP) claimed that there were 31,000 potholes in the road pavement within the city limits. Protrusion of manholes is commonly found in the middle and on the sides of the roads, which induce shock pulses to drivers’ seats and steering wheel when the bus tires come in contact at high speeds.
About 60% of the participants were between the ages of 24 and 40 years. 35.4 % of participants in these age groups were willing to extend shifts for the additional financial benefits. A similar kind of study shows the positive outcomes on extending shifts by drivers for monetary benefits [37]. Extending shifts also contributes to sleep debt among bus drivers. Sleep debt in drivers influences cardiovascular diseases, fatigue, reduce task performance, capacity and increases drowsiness during duty [38, 39]. Drivers need 7-8 hours of sleep every day to keep up good health [40]. Insufficient physical activity, prolonged sitting, and unfavorable sitting postures influence WMSD among drivers [41–43]. 84.5 % of participants have reported being stressed during work. Work-related stress is considered as one of the risk factors for WMSDs [44]. Taklikar conducted a study on bus drivers regarding occupational stress and its associated health disorders, and found 79% of drivers are suffering from LBP, 15% from neck pain, and 5% from shoulder pain [45].
Drivers’ seats in BMTC buses (excluding premium segment buses) consist of metal frames, knitted with nylon wires at the seat pan/cushion and backrest region. These seats do not have either arm rests or head rests or provision for lumbar and back adjustments. Vibration attenuation is minimum in these kinds of seats as there are no vibration isolators fitted in the seat. Johnson conducted a study on WBV exposures in buses based on the type of seat designs. This study concluded that pedestal seats were suitable for low-floor city buses, but showed negative effects for high-floor buses [46]. Maneuvering and steering buses on congested roads are risky tasks for city bus drivers due to the road condition and other road users. In the upper extremities of drivers, muscle activation is highly dependent on steering and steering torque [47, 48]. Ahlstrom conducted a study on the effect of an active steering system (ASS) on city bus drivers’ muscle activity and found that the ASS was an innovative technology that reduced muscle activity by 15–25% while turning and maneuvering the bus [49]. BMTC should check for the ASS technology when procuring new chassis to reduce drivers’ efforts.
The Deccan Herald, a national-level print media, published an article on 23 December 2019 stating that Karnataka has the second deadliest roads in south India after Tamil Nadu, based on the reports from the Lancet global burden of disease series. Bengaluru, Karnataka is considered one of the largest metropolitan areas in Asia. But the roads within the city limits are characterized by surface unevenness, potholes, irregular pavements and no proper road markings or warning sign boards. Surface distress on roads affects the driver and passengers [50]. Kirbas conducted a study on pavement performance levels that cause human health risks and found that vibration exposure does not affect drivers if the pavement performance level (Pavement condition index (PCI) should be more than 100 in the rating scale for high performance level) is extremely high [51]. Digital Image Processing (DIP) is a technique that can be used to effectively identify speed breakers and other surface distress on roads. DIP alerts the driver with a voice message and display so that the driver can maintain optimum speed to cross the road surface distress, which in turn reduces the road-induced vibration to the driver [52]. Zanol conducted a study on the influence of road types on WBV exposures and reported that the type of roads/pavements influences the WBV than the driver’s influence. Furthermore, the study concluded that the seat mounted in the bus was not efficient for vibration isolation in all frequency bands [53]. Tire stiffness can also significantly affect the transfer of vibration to the driver [54, 55]. The optimum tire inflation pressure reduces the vibration transfer to the driver [56].
In the present study, a year old buses were used for vibration analysis. Annual report of BMTC revealed that there were more older buses in the corporation compared to new buses. Previous studies have reported that vehicle induced vibration level (> 0.5 m/s2) increases with the age of the bus due to maintenance issues and degradation of vehicle subsystems [57]. Long term exposure to vibration causes dysfunction of the nervous system, white finger diseases, swelling in the lower extremities, spinal degeneration, low back pain, and body aches [58–60]. Statistical analysis and real time measurements show the significant association of road types and vibration exposure with WMSDs.
Limitations
(1) Data were collected from self-reported questionnaires. (2) The chances of over or underestimation in reporting the WMSDs by the participants since drivers have no prior exposure/experience in a similar kind of study. (3) To enhance the statistical power, the sampling size could be increased. (4) The number of drivers could be increased in real-time vibration testing to compare the measured vibration in relation with BMI.
Conclusion
In this study, results obtained from statistical and vibration analysis (WBV and HAV) indicate that individual factors, vehicle factors, road conditions, and working environmental factors are associated with reported WMSDs among bus drivers. The relationship of vibration exposure and WMSDs has been explored from Chi-square tests and Gini impurity, and vibration testing was conducted to compare with ISO and European standards. Several situations mentioned in the evaluation of A(8) were found to be very uncomfortable to drivers on both asphalt pavement and rough road.
In conclusion, the administration and maintenance departments of BMTC should identify the sources of hazardous vibration in buses and roads in order to rectify the road and vehicle-induced vibration to drivers. Among the possible preventive strategies to reduce WMSDs in bus drivers, BMTC should conduct the vibration performance tests in different road types after assembling the body with the procured chassis. Conducting specific training programs (posture training) and providing the information regarding work related risk factors, it is possible to mitigate the WMSDs in bus drivers. Further, to extend the present work, the prevalence of WMSDs with respect to specific body districts (shoulder, lower back) can be determined using vibration levels, speed of bus and road types.
Footnotes
Acknowledgments
We gratefully acknowledge the support and co-operation of the staff members of BMTC, Bengaluru, Karnataka, India. The authors also thank the Management of VIT University and the Dean of the School of Mechanical Engineering, VIT Chennai, India for the support to publish this work.
Conflict of interest
The authors declare that they have no conflict of interest. This research did not receive any specific grant from funding agencies in the public, commercial, or not-for-profit sectors.
