Road surface state determining method and suspension controlling device

Abstract: The determining method includes a step of continuously measuring the relative movement between the wheel (W F ) and the vehicle body (12) by use of a linear stroke sensor (28) while a motor vehicle is running; a step of creating spectral distribution by subjecting the output of the linear stroke sensor (28) to FFT frequency analysis; a step of calculating characteristic values (F) inherent to various types of road surfaces; and a step of specifying the type of the road surface based on the calculated characteristic values (F). When the type of the road surface is specified, the damping force of the suspension (10) is changed to a level corresponding to the type of the road surface. This level may be determined by a Fuzzy inference section (44).

Description: BACKGROUND OF THE INVENTION Field of the Invention This invention relates to a method for determining the road surface state on the real time basis while a motor vehicle is running, and a controlling device for changing the damping force of the suspension of a motor vehicle according to the determined road surface state. Description of the Related Art In order to automatically change the damping force of the suspension according to the road surface state while a motor vehicle is running, it is necessary to previously determine the road surface state. Determination of the road surface state can be effected based on an output of a level sensor which detects the height of the vehicle body of the motor vehicle, for example. More specifically, if the displacement of the vehicle body in a vertical direction or the speed at which the vehicle body moves in a vertical direction relative to the wheels can be continuously derived from the output of the level sensor; whether the road surface state is a bad road or not can be determined according to the frequency with which the displacement or the speed of the movement exceeds a predetermined value. However, in the above road surface state determining method, it takes a long time to derive the above frequency and it is impossible to determine the road surface state in real time. Further, it is only possible to determine whether the road surface is a bad road or not when only the above frequency is used, and it is impossible to distinguish between various road surface states. As a result, even when the damping force is changed according to the result of determination obtained by the above determining method, the damping force may not be optimum for the actual road surface state. Research Disclosure vol. 286, Nr. 59, page 101 discloses a method and a device according to the preamble of claims 1 and 4 respectively, for controlling a vehicle suspension. A signal from a vehicle height sensor is used to generate a frequency spectrum and the road surface is characterised by comparing representative amplitudes in three frequency regions. EP 0 151 421 relates to a suspension control system for vehicles which adjusts the damping strength of dampers in accordance with road surface conditions as recognized by frequency analysis of a vehicle height or vibration sensor signal. SUMMARY OF THE INVENTION A first object of this invention is to provide a method for determining the road surface state on the real time basis while a motor vehicle is running. A second object of this invention is to provide a controlling device for controlling the damping force of a suspension according to the result of determination obtained by the above determining method. Accordingly, the present invention provides a method for determining the state of a road surface while a motor vehicle is running, said method comprising: a first step of continuously measuring a movement of the vehicle body of the motor vehicle in the vertical direction and outputting data of the movement; a second step of forming a frequency spectrum of movement values according to the movement data; and a third step of specifying the road surface state based on the frequency spectrum, said third step including a first process for comparing the frequency spectrum with spectral data items of at least two road surfaces among a swell road, flat road, undulatory road and bad road and outputting a comparison result, characterised in that the third step further includes a second process for calculating a characteristic value of a specified frequency region from the frequency spectrum, and a third process for determining the road surface state based on the comparison result and the characteristic value, wherein the third process uses, as spectral data inherent to the bad road, a spectral data item inherent to a first bad road in which bad road portions continually occur and a spectral data item inherent to a second bad road in which bad road portions intermittently occur, for determining a degree of bad road. According to the above determining method, various road surface states can be specified according to the frequency spectrum formed based on the movement data of the vehicle body. The invention also provides a controlling device for a suspension of a motor vehicle, said device comprising: first means for continuously measuring a movement of the vehicle body of the motor vehicle in the vertical direction and outputting data of the movement while the motor vehicle is running; second means for forming a frequency spectrum of movement values according to the movement data; a third means for specifying the road surface state based on the frequency spectrum, said third means including a comparing section for comparing the frequency spectrum with spectral data items of at least two road surfaces among a swell road, flat road, undulatory road and bad road and outputting a comparison result, characterised in that the third means further includes a calculating section for calculating a characteristic value of a specified frequency region from the frequency spectrum, and a determining section for determining the road surface state based on the comparison result and the characteristic value; and fourth means for controlling the damping force of the suspension according to a road surface state specified by said third means, wherein the determining section uses, as spectral data inherent to the bad road, a spectral data item inherent to a first bad road in which bad road portions continually occur and a spectral data item inherent to a second bad road in which bad road portions intermittently occur, for determining a degree of bad road. According to the above controlling device, various road surfaces can be specified on the real time basis as in the above determining method, and the damping force of the suspension can be adjusted to a level which is optimum for the specified road surface. BRIEF DESCRIPTION OF THE DRAWINGS The present invention, together with its object and advantages, will become more fully understood from the detailed description given herein below and the accompanying drawings, which are given by way of illustration only, and thus, are not limitative of the present invention, and wherein: Fig. 1 is a schematic view showing an air suspension; Fig. 2 is a block diagram showing part of an ECU which is shown in Fig. 1; Fig. 3 is a graph showing the result obtained by subjecting an output of a linear displacement sensor to the frequency analysis in a case where the road surface state is a good road; Fig. 4 is a graph showing the result obtained by subjecting an output of the linear displacement sensor to the frequency analysis in a case where the road surface is a swell road; Fig. 5 is a graph showing the result obtained by subjecting an output of the linear displacement sensor to the frequency analysis in a case where the road surface is an undulatory road; Fig. 6 is a graph showing the result obtained by subjecting an output of the linear displacement sensor to the frequency analysis in a case where the road surface is a bad feeling road; Fig. 7 is a graph showing the result obtained by subjecting an output of the linear displacement sensor to the frequency analysis in a case where the road surface state is a bad road; Fig. 8 is a flow chart illustrating the road surface state determining routine effected by the ECU; Fig. 9 is a flow chart illustrating the bad road specifying routine effected by the ECU; Fig. 10 is a graph showing the relation between values obtained by learning and a bad road flag; and, Fig. 11 is a graph showing a damping force changing region. DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Referring to Fig. 1, one air suspension 10 is shown, and the air suspension serves to suspend a front wheel W F from a vehicle body 12. The air suspension comprises a suspension unit 16 disposed between the vehicle body 12 and a front axle 14, and a compression coil spring 18 located around the suspension unit 16. The suspension unit 16 includes a shock absorber 20 and a pneumatic cylinder 22 disposed on the upper portion of the shock absorber 20. The unit 16 can selectively set the damping force of the suspension to one of three levels, "hard", "medium" and "soft" and adjust the spring constant of the suspension. The shock absorber 20 has an orifice formed in the internal portion thereof and an orifice valve for adjusting the opening of the orifice. The pneumatic cylinder 22 includes a main air chamber, a sub-air chamber and an air valve for controlling the rate of the air which flows between the main air chamber and the sub-air chamber. The suspension unit 16 further includes a control actuator 24 disposed on the top portion thereof to change the damping force and adjust the spring constant. The control actuator 24 is electrically connected to an electronic control unit (ECU) 26 and the ECU 26 supplies control signals S D and S S to the control actuator 24. When receiving the control signal S D from the ECU 26, the control actuator 24 drives the orifice valve of the shock absorber 20 according to the received control signal S D . Therefore, the opening of the orifice is adjusted and the damping force of the suspension is set to one of the "hard", "medium" and "soft". Further, when receiving the control signal S S from the ECU 26, the control actuator 24 drives the air valve of the pneumatic cylinder 22 according to the received control signal S S . Therefore, in this case, the air communication between the main air chamber and the sub-air chamber is adjusted and the spring constant of the suspension is changed. The air suspension 10 further includes a linear displacement sensor 28 which has a link 30, arm 32 and rotary potentiometer 34 as shown in Fig. 1. The lower end portion of the link 30 is fixed on the front axle 14 side and the upper end portion of the link 30 is rotatably coupled to the distal end of the arm 32. The proximal end of the arm 32 is coupled to the shaft of the potentiometer 34. The potentiometer 34 is mechanically fixed on the vehicle body 12 and electrically connected to the ECU 26. Therefore, when the front axle 14 relatively moves in the vertical direction together with the front wheel W F to the vehicle body 12, the movement is transmitted to the potentiometer 34 via the link 30 and arm 32 so as to cause the shaft of the potentiometer to rotate in a forward or reverse direction. As a result, the potentiometer 34 detects the relative movement between the vehicle body 12 and the front wheel W , that is, the relative displacement in the vertical direction, and continuously outputs a voltage signal corresponding to the displacement to the ECU 26. The ECU 26 specifies the type of the road surface on which the motor vehicle is running based on the output of the linear displacement sensor 28. More specifically, as shown in the block diagram of Fig. 2, the ECU 26 includes an analyzing section 36 which can receive an output from the linear displacement sensor 28. The analyzing section 36 subjects the output of the linear displacement sensor 28, that is, the above-described stroke to FFT (Fast Fourier Transform) frequency analysis and creates a spectral distribution based on the result of the analysis. For example, the ECU 26 fetches the output of the linear displacement sensor 28 for every 30 milliseconds and the analyzing section 36 creates a spectral distribution for every 60 milliseconds. The spectral distribution created by the analyzing section 36 is supplied to an extracting/calculating section 38. The extracting/calculating section 38 extracts spectral values inherent to a specified road surface from the spectral distribution and derives a characteristic value based on the extracted spectral values. Figs. 3 to 7 show the results of experiments obtained when the motor vehicle is running on various types of road surfaces, that is, various types of model roads and each of the results of the experiments indicates the relation between the amplitude of the vertical movement and the frequency of vibration input to the vehicle body 12. Fig. 3 indicates the result of experiment obtained when the model road on which the motor vehicle runs is a flat and good road. In this case, the characteristic curve indicating the amplitude of the vertical movement over a range of frequencies does not have a portion that exhibits a peak in a particular frequency range, the amplitude of the vertical movement being small over the entire frequency range. Fig. 4 indicates the result of experiment obtained when the model road is a swell road. The swell road is a wavy road surface having a relatively long wavelength. In this case, the characteristic curve indicating the amplitude of the vertical movement over a range of frequencies has a portion which exhibits a peak in the frequency range of from 1 Hz to 2 Hz (near the resonance point of the sprung mass of the motor vehicle), and the amplitude is small over the remainder of the frequency range. Fig. 5 indicates the result of experiment obtained when the model road is an undulatory road. The undulatory road has a wavy road surface having a wavelength shorter than that of the swell road. In this case, the characteristic curve indicating the amplitude of the vertical movement over a range of frequencies has a portion which exhibits a peak in the frequency range of from 11 Hz to 14 Hz, and the amplitude is small in the remainder of the frequency range. Fig. 6 indicates the result of experiment obtained when the model road is a bad feeling road. The bad feeling road has a characteristic curve indicating that the amplitude of the vertical movement becomes large in the frequency range of from 4 Hz to 8 Hz. Generally, a man is sensitive to vibration of a frequency of from 4 Hz to 8 Hz and, therefore, if the frequency of vibration of the vehicle body 12 lies in the frequency range of 4 Hz to 8 Hz and the amplitude is large, a passenger will perceive a hard and rough ride. Fig. 7 indicates the result of experiment obtained when the model road is a bad road. In this case, the bad road has a characteristic curve indicating that the amplitude of the vertical movement is large throughout the entire vibration frequency range. When a spectral distribution is obtained by the frequency analysis (FFT) as described above, the amplitude of the vibration at a given frequency is assigned an SPE value (SPE 0, SPE 1 ...... SPE 31) as shown in the following table. Frequency (Hz) Spectral Value Frequency (Hz) Spectral Value 0.52 SPE 0 8.84 SPE 16 1.04 SPE 1 9.36 SPE 17 1.56 SPE 2 9.88 SPE 18 2.08 SPE 3 10.40 SPE 19 2.60 SPE 4 10.92 SPE 20 3.12 SPE 5 11.44 SPE 21 3.64 SPE 6 11.98 SPE 22 4.16 SPE 7 12.48 SPE 23 4.68 SPE 8 13.00 SPE 24 5.20 SPE 9 13.52 SPE 25 5.72 SPE 10 14.04 SPE 26 6.24 SPE 11 14.56 SPE 27 6.76 SPE 12 15.08 SPE 28 7.28 SPE 13 15.60 SPE 29 7.80 SPE 14 16.12 SPE 30 8.32 SPE 15 16.64 SPE 31 Thus, in the case of this embodiment, as is clearly seen from Fig. 4, the spectral values SPE 1, SPE 2 and SPE 3 contained in the frequency range of 1 Hz to 2 Hz can be regarded as the spectral values SPE N representative of the swell road. Therefore, the characteristic value F 1 indicating the swell road can be derived from the running average of the sum of spectral values SPE 1, SPE 2 and SPE 3, that is, based on the following equation. F 1 = (1/p) · Σ (SPE 1 (i) + SPE 2 (i) + SPE 3 (i)) As is clearly understood from Fig. 5, the spectral values SPE 20 to SPE 26 contained in the frequency range of 11 Hz to 14 Hz can be regarded as the spectral values N representative of the undulatory road. Therefore, the characteristic value F 2 indicating the undulatory road can be derived from the running average of the sum of spectral values SPE 20 to SPE 26 as indicated by the following equation. F 2 = (1/p) · Σ (SPE 20 (i) + SPE 21 (i) + ---+ SPE 26 (i)) Likewise, as is clearly understood from Fig. 6, the spectral values SPE 7 to SPE 14 contained in the frequency range of 4 Hz to 8 Hz can be regarded as the spectral values SPE N representative of the bad feeling road. Therefore, the characteristic value F 3 indicating the bad feeling road can be derived from the running average of the sum of spectral values SPE 7 to SPE 14 as indicated by the following equation. F 3 = (1/p) · Σ (SPE 7 (i) + SPE 8 (i) + ---+ SPE 14 (i)) Further, as is clearly understood from Fig. 7, the spectral values contained in the entire frequency range can be regarded as the spectral values SPE N representative of the bad road. However, in this case, in order to simplify the calculation, the spectral values SPE 6 to SPE 31 are selected. Therefore, the characteristic value F 4 indicating the bad road can be derived from the running average of the sum of spectral values SPE 6 to SPE 31 as indicated by the following equation. F 4 = (1/p) · Σ (SPE 6 (i) + SPE 7 (i) + ---+ SPE 31 (i)) In the above four equations, p indicates the number of data items of the spectral values and the initial value and upper limit of i are respectively set to (n-p) and n. Further, in this embodiment, a learning value F 4LN of the calculated characteristic value F 4 can be derived according to the following equation. F 4LN = (1/q) · Σ (F 4 (i)) where q indicates the number of data items, and in this case, the initial value and upper limit of i are respectively set to (n-q) and n. It is preferable to set q to a relatively large value, and in this embodiment, q is set to be equal to 2p. When the characteristic values F 1 , F 2 , F 3 and F 4 and the learning value F 4LN are calculated, these values are supplied from the extracting/calculating section 38 to a determining section 40. The determining section 40 specifies the type of the road surface on which the motor vehicle is running based on the characteristic values and the learning value. More specifically, the determining section 40 executes the road surface determining routine. The road surface determining routine is shown in Fig. 8. Road Surface Determining Routine When the road surface determining routine is executed, it should be noted that the ranges of the characteristic values F, that is, the maximum values and minimum values of the characteristic values are preset. For example, the maximum value F 1max and minimum value F 1min of the characteristic value F 1 can be prepared based on the results of running tests obtained by driving a motor vehicle on various swell roads having swells of different sizes. Further, maximum and minimum values of the other characteristic values may be prepared in substantially the same manner. The ranges defined by the maximum values and minimum values of the respective characteristic values F are set so as not to overlap each other. First, in the step S1, the determining section 40 reads the characteristic values F 1 , F 2 , F 3 and F 4 from the extracting/calculating section 38. After this, in the steps S2, S3, S4 and S5, it is checked whether or not the characteristic values F fall within the predetermined ranges, that is, ranges between the corresponding maximum values and corresponding minimum values. If the characteristic value F 1 lies between the maximum value F 1max and minimum value F 1min and the result of discrimination in the step S2 is "YES", the road is determined to be the swell road as indicated by Fig. 4 in the next step S6. If the characteristic value F 2 lies between the maximum value F 2max and minimum value F 2min and the result of discrimination in the step S3 is "YES", the road is determined to be the undulatory road as indicated by Fig. 5 in the next step S7. If the characteristic value F 3 lies between the maximum value F 3max and minimum value F 3min and the result of discrimination in the step S4 is "YES", the road is determined to be the bad feeling road as indicated by Fig. 6 in the next step S8. If the characteristic value F 4 lies between the maximum value F 4max and minimum value F 4min and the result of discrimination in the step S5 is "YES", the road is determined to be the bad road as indicated by Fig. 7 in the next step S9. When the result of discrimination in each of the steps S2, S3, S4 and S5 is "NO", the road is determined to be the good road as indicated by Fig. 3 in the step S10. The above road surface determining routine is repeatedly effected at a predetermined controlling cycle, and as a result, determination of the road surface can be effected on the real time basis. In the case of this embodiment, the determining section 40 executes the bad road specifying routine as indicated in Fig. 9 at predetermined periodic intervals (by timer interruption) independently from the road surface determining routine. The bad road specifying routine is explained below. Bad Road Specifying Routine In the step S11, the determining section 40 reads the learning value F 4LN . After this, it is checked in the next step S12 whether the road is a good road or not and it is checked in the step S13 whether the road is a bad road or not. Discriminations in the steps S12 and S13 are effected based on the result of the road surface determining routine. When the result of discrimination in the step S12 is "YES", the step S14 is effected to check whether the learning value F 4LN is not less than a preset value K 1 or not. When the result of discrimination in the step S14 is "YES", a bad road flag F 5 is set to "1" (step S15), and when the result of discrimination is "NO", the bad road flag F 5 is set to "0" (step S16). When the result of discrimination in the step S12 is "NO", the step S13 is effected. When the result of discrimination in the step S13 is "YES", it is checked whether the learning value F 4LN is not more than a preset value K 2 or not (step S17). In this case, the preset value K 2 is set to be smaller than the preset value K 1 . When the result of discrimination in the step S17 is "YES", the bad road flag F 5 is set to "O" (step S18) and when the result of discrimination is "NO", the bad road flag F 5 is set to "1" (step S19). When the result of discrimination in each of the steps S12 and S13 is "NO", the bad road flag F 5 is not reset and is kept at the same value as that which is set before. If the above bad road specifying routine is effected together with the road surface determining routine, whether the road is a bad road or not can be determined with higher reliability. That is, even when the road is determined to be a good road in the road surface determining routine (step S12), it can be specified that the road is a good road but bad road portions such as differences in level or irregularities intermittently and continually appear on the road surface if the learning value F 4LN is not less than the preset value K 1 . Therefore, when the result of discrimination in the step S14 is "YES" and the bad road flag F 5 is set to "1", the bad road flag F 5 having a value "1" indicates that the road is substantially a bad road. In contrast, even when the road is determined to be a bad road in the road surface determining routine (step S13), it can be specified that bad road portions such as differences in level or irregularities only temporarily appear on the road surface if the learning value F 4LN is smaller than the preset value K 2 . Therefore, when the result of discrimination in the step S18 is "YES" and the bad road flag F 5 is set to "0", the bad road flag F 5 having a value "0" indicates that the road is substantially a good road. Further, as is clearly seen from Fig. 10, since the operation of changing the bad road flag F 5 has a hysteresis characteristic caused by the difference between the preset values K 1 and K 2 , no hunting will occur in the operation of changing the bad road flag F 5 . When the type of the road is determined in the road surface determining routine and the bad road flag is set in the bad road specifying routine, the results are supplied from the determining section 40 to a damping force setting section 42 as shown in Fig. 2. The setting section 42 determines the damping force of the air suspension 10 based on the type of the road and the bad road flag. More specifically, the damping force of the air suspension 10 is set to the "hard" or "medium" according to the level of the characteristic value F 1 when the road is determined to be a swell road. Therefore, a control signal S D for setting the damping force to the "hard" or "medium" is supplied from the setting section 42 to the control actuator 24 of the air suspension 10 so as to actually operate the control actuator 24. When the road is a swell road and the damping force of the air suspension 10 is set at the "soft" while the motor vehicle is running, the sprung mass of the motor vehicle such as the vehicle body lying above the air suspension 10 tend to resonate. However, when the damping force of the air suspension 10 is set at the "hard" or "medium" in the above road surface condition, the resonance of sprung mass can be prevented, and as a result, the passenger will not receive soft and unsteady ride-feeling. The damping force of the air suspension 10 is set to the "medium" for, for example, 1 second under a condition that the characteristic value F 2 is not less than a preset value. After this, the damping force of the air suspension 10 is repeatedly set to and kept at the "medium" for one second if the above condition is satisfied. When the above condition is not satisfied, the damping force of the air suspension 10 is changed to the "soft". In this case, the resonance of unsprung mass of the vehicle body such as wheels lying below the air suspension 10 is suppressed and sufficiently good contact can be attained between the road surface and the wheels. When the road is determined to be a bad feeling road, the damping force of the air suspension 10 is changed to "soft" and the passenger will not receive hard and rough ride-feeling. When the road is determined to be a bad road, the damping force of the air suspension 10 is changed to the "hard". When the road is determined to be a good road, the damping force of the air suspension 10 is changed to "soft". Further, even when the road is determined to be a bad road, it may be considered that bad road portions such as differences in level and irregularities only temporarily appear on the road surface as described before if the bad road flag F 5 is set to "0". In this case, the damping force of the air suspension 10 is changed to "hard" for, for example, 2 seconds, and after this, it is set to "soft". If the changeover of the damping force is effected as described above, the resonance of the sprung mass of the motor vehicle can be effectively suppressed even when the motor vehicle is running on the bad road portion having, for example, differences in level and irregularities, and thus the motor vehicle becomes significantly more comfortable to ride in. Even when the road is determined to be a good road, it may be considered that the road is substantially a bad road as described before if the bad road flag F 5 is set to "1". In this case, the damping force of the air suspension 10 is changed to "hard". In the case of a system in which the damping force of the air suspension 10 is also controlled by use of a control routine different from the control routine of this embodiment and the different control routine has an automatic mode and a fixed mode, the control routine of this embodiment can be effected under a condition that the different control routine is set in the automatic mode and the damping force changing control by the different control routine is not effected. As the damping force changing control by the different control routine, the roll control for the vehicle body, brake dive control, anti-squat control, pitching-bouncing control and the like are provided. Further, the control routine of this embodiment can be effected when the vehicle speed is higher than a preset value and the above conditions are satisfied. The damping force changing control by the control routine of this embodiment may be clearly understood from Fig. 11, and in Fig. 11, H, M and S respectively indicate the damping forces of "hard", "medium" and "soft". This invention is not limited to the above embodiment and various modifications can be made. For example, it is possible to use an acceleration sensor instead of the linear displacement sensor in order to detect the movement of the vehicle body in the vertical direction. Another possibility is to measure the average speed, or the maximum speed, of the vertical movement of the vehicle body.

Claims: A method for determining the state of a road surface while a motor vehicle is running, said method comprising: a first step of continuously measuring a movement of the vehicle body (12) of the motor vehicle in the vertical direction and outputting data of the movement; a second step of forming a frequency spectrum of movement values according to the movement data; and a third step of specifying the road surface state based on the frequency spectrum, said third step including a first process for comparing the frequency spectrum with spectral data items of at least two road surfaces among a swell road, flat road, undulatory road and bad road and outputting a comparison result, characterised in that the third step further includes a second process for calculating a characteristic value (F 4LN ) of a specified frequency region from the frequency spectrum, and a third process for determining the road surface state based on the comparison result and the characteristic value (F 4LN ), wherein the third process uses, as spectral data inherent to the bad road, a spectral data item inherent to a first bad road in which bad road portions continually occur and a spectral data item inherent to a second bad road in which bad road portions intermittently occur, for determining a degree of bad road. A method according to claim 1, characterized in that said first step is effected to measure the relative movement between the vehicle body (12) and the wheel (W) as the movement of the vehicle body (12). A method according to claim 1, characterized in that said first step is effected to measure an acceleration of the vehicle body (12) in the vertical direction as the movement of the vehicle body (12). A controlling device for a suspension (10) of a motor vehicle, said device comprising: first means (28) for continuously measuring a movement of the vehicle body (12) of the motor vehicle in the vertical direction and outputting data of the movement while the motor vehicle is running; second means (36) for forming a frequency spectrum of movement values according to the movement data; a third means (38, 40) for specifying the road surface state based on the frequency spectrum, said third means including a comparing section for comparing the frequency spectrum with spectral data items of at least two road surfaces among a swell road, flat road, undulatory road and bad road and outputting a comparison result, characterised in that the third means further includes a calculating section for calculating a characteristic value (F 4LN ) of a specified frequency region from the frequency spectrum, and a determining section for determining the road surface state based on the comparison result and the characteristic value (F 4LN ); and fourth means (24, 42) for controlling the damping force of the suspension according to a road surface state specified by said third means (40), wherein the determining section uses, as spectral data inherent to the bad road, a spectral data item inherent to a first bad road in which bad road portions continually occur and a spectral data item inherent to a second bad road in which bad road portions intermittently occur, for determining a degree of bad road. A device according to claim 4, characterized in that said fourth means includes means (42) for variably and selectively setting the damping force of the suspension (10) to one of at least two levels.

Inventors: HAYAFUNE KAZUYA, KISHIMOTO NAOHIRO, YAMADA KIICHI, YOSHIDA HIROAKI, HAYAFUNE, KAZUYA, KISHIMOTO, NAOHIRO, YAMADA, KIICHI, YOSHIDA, HIROAKI
Applicants: MITSUBISHI MOTORS CORP, MITSUBISHI JIDOSHA KOGYO KABUSHIKI KAISHA
Application year: 1993
Main classification: B60G17
IPC codes: B60G17