Improvement of Boeing Bump Method Considering Aircraft Vibration Superposition Effect

Abstract

Pavement evaluation is critical for the decision-making process of pavement preservation and rehabilitation. Roughness is a key airport pavement characteristic that has been linked to impacts such as safety and service life. The Boeing Bump is one of the few roughness evaluation methods that has been developed specifically for runways. Although it is superior to the widely used International Roughness Index (IRI), it does not take into account the superposition effect of continuous runway bumps. Based on the ADAMS/Aircraft virtual prototype platform, this paper establishes and verifies five typical models (B737, B747, B757, B777, and B787) and then analyzes the most unfavorable speed (in terms of aircraft vibration) of each model and the dynamic responses caused by multiple bumps. The original Boeing Bump is improved and optimized by determining dynamic response thresholds for the various aircraft types. The results show that the revised Boeing Bump is more realistic than the original version, especially with regard to medium and long wave bands.

1. Introduction

Pavement evaluation is critical for the decision-making process of pavement preservation and rehabilitation. Roughness is a key airport pavement characteristic that has been linked to impacts such as safety and service life. Excessive runway roughness will cause aircraft to vibrate during taxiing, which not only accelerates the fatigue damage of the pavement and landing gear, but also affects passenger comfort and the operations of the pilot [1]. As a result, airports, airlines, and aircraft manufacturers are paying close attention to the effects of runway roughness [2]. At present, the internationally popular evaluation methods for runway roughness include Straight Edge, Power Spectral Density [3,4], the International Roughness Index (IRI) [5,6,7], Wavelet Analysis [8], the Boeing Bump [9], etc. Different from the other methods that are used to assess road pavement roughness in general, the Boeing Bump is specifically designed to evaluate airport runway roughness. The Boeing Bump considers the height of a single bump at each wavelength (0 m~120 m) and thus is a typical section evaluation index. Several research efforts have proven the effectiveness of the Boeing Bump compared to other evaluation methods. For example, Liu established an aircraft dynamics model and proved that the correlation between the Boeing Bump and the center of gravity acceleration (CGA) and pilot station acceleration (PSA) of aircraft is superior to that of the IRI and Straight Edge method [10]. Loprencipe determined theoretically that the correlation between the Boeing Bump Index (BBI) and IRI is poor [11]. Woods used the Federal Aviation Administration’s (FAA’s) ProFAA software to analyze evaluation indices of runway roughness and showed that the BBI is more effective than the IRI [12].

However, despite its superiority over the IRI and other roadway evaluation methods, the Boeing Bump method has some inherent deficiencies. First, it is based on a single bump and thus cannot reasonably address the superposition effect of multiple bumps on the aircraft’s vibration response [13]. Second, its standards are based on a single aircraft type, the B727, and thus it may not be applicable to other aircraft [14]. Therefore, for runway roughness evaluations specifically, the Boeing Bump method is theoretically less realistic than actual situations can support, which clearly is unfavorable in terms of the safety of runway operations. Boeing Bump method evaluations can be improved if these two shortcomings (i.e., based on a single bump and a single aircraft type) are corrected and optimized.

To this end, in this study, we carried out aircraft dynamics simulations by first establishing five typical virtual prototype models. Next, we quantified the superposition effect of the aircrafts’ vibration responses under multiple bumps. We then backcalculated the modified Boeing Bump’s height settings at different wavelengths according to the threshold of each aircraft’s dynamic response.

2. Boeing Bump Method

Figure 1 presents the classification standards for the Boeing Bump [9]. The horizontal coordinate is the bump length, which is defined as the shortest distance from the highest point of the bump to both ends. In the most unfavorable case, the highest bump is located precisely at the midpoint between both ends. In this case, the bump length can be regarded as a half wavelength. The range of the bump wavelength is from 0 to 120 m. The black curve is the upper limit of the acceptable zone, and the red curve is the upper limit of the excessive zone.

The fitting functions for the two curves shown in Figure 1 are expressed as Equations (1) and (2), respectively.

The upper limit of the acceptable zone:

$$H=\left\{\begin{array}{cc}17.13+8.01\times L-0.31\times L^2+0.055\times L^3\hfill & 0\le L\le 20\hfill \\ 64+1.6\times L\hfill & 20<L\le 60\hfill \end{array}\right.$$

(1)

The upper limit of the excessive zone:

$$H=\left\{\begin{array}{cc}27.47+14.33\times L-1.88\times L^2+0.13\times L^3\hfill & 0\le L\le 5\hfill \\ 27.59+10.86\times L-0.53\times L^2+0.01\times L^3\hfill & 5<L\le 20\hfill \\ 77.75+2.04\times L\hfill & 20<L\le 60\hfill \end{array}\right.$$

(2)

where H is bump height (mm) and L is bump length (m).

As an evaluation index for runway surface profiles, the Boeing Bump sets the height limit of a single bump without taking into account the superposition of an aircraft’s dynamic responses to multiple continuous bumps. Therefore, the current standard may be too limited to be applied to real situations. In addition, under different conditions, the corresponding responses of various aircraft also will be different from those of the B727, which is the reference aircraft for Boeing Bump standard formulations [9]

3. Simulation of Aircraft Dynamic Response

3.1. ADAMS/Aircraft Virtual Propotype

The modeling logic applied in ADAMS/Aircraft is bottom-up, which means that it combines the basic components through several levels to form a complete machine model [15]. The aircraft model structure includes the following components:

• Part: A part is the smallest unit and is built by referring to the Hardpoint (for spatial positioning) and the Construction Frame (for spatial positioning and orientation). The geometric type (Link or Arm), size, material, mass, and moment of inertia of the component can be set using the dialog box in ADAMS/Aircraft.
• Template: The separate parts are assembled into a template by setting Attachments or Forces. The template defines the topological structure of the aircraft model, which is the underlying structure of the prototype model and cannot be used directly for simulation analysis.
• Subsystem: The subsystem is a higher level of the model that is based on the creation of the template. Users can invoke the template to generate the subsystem in Standard mode and then modify the parameters of the subsystem, such as the coordinates of the Hardpoint, the position and direction of the Construction Frame, and the parameters of the property file. However, the subsystem is not used directly for simulation analysis.
• Communicator: The Communicator is used mainly to exchange information between subsystems and includes an Input Communicator or Output Communicator. For example, the Output Communicator that is responsible for the tire installation position and rolling direction in the landing gear subsystem must correspond to the Input Communicator in the Tire subsystem. During assembly, the software will automatically pair the appropriate Communicators.
• Test Rig: The Test Rig is an equipment that is used to store a simulation controller and test the structure of the model. It includes the whole machine simulation test rig, landing gear dynamic simulation test rig, landing gear structure simulation test rig, and wheel simulation test rig. The Test Rig controls the simulation parameters and calculation process during simulation analysis.
• Assembly: The Assembly is the only component that can be used directly for simulation analysis in ADAMS/Aircraft. The Assembly consists of the Test Rig and one or more subsystems and is divided into the following components. The wheel assembly consists only of a single wheel subsystem. The landing gear structure assembly includes the landing gear suspension subsystem and the structure test rig. The landing gear dynamic assembly includes the landing gear suspension subsystem, wheel subsystem, and dynamic simulation test rig. The assembly of the whole machine includes five basic subsystems, i.e., the fuselage subsystem, the nose landing gear suspension subsystem, the front wheel system, the main landing gear suspension subsystem, and the main wheel system, as well as the whole machine simulation test rig.

ADAMS/Aircraft supports both Template Builder and Standard modes. After building the aircraft components and generating templates in Template Builder mode, users can call the template in Standard mode to complete the assembly of the whole machine model and carry out simulation analysis. Figure 2 presents the specific modeling and assembly processes in ADAMS/Aircraft in the order of ‘template–subsystem–assembly’ [10].

3.2. Typical Aircraft Virtual Prototype Models

ADAMS/Aircraft software includes templates for various parts of an aircraft’s structure, which allows users to modify the parameters slightly. However, the only type of aircraft for which the templates apply is a military aircraft, which is quite different from civilian airliners. In order to carry out simulations for civil aircraft, we have built several additional civil aircraft models to complete the ADAMS/Aircraft database. Boeing and Airbus occupy the mainstream presence in the current international civil aviation market.

Table 1. Aircraft model classifications [16].

Type	Models	Wingspan/m	Main Landing Gear Outer Wheel Spacing /m
C	B737, A320 series	24–36	6–9
D	B757, B767 series	36–52	9–14
E	B777, B787, B747, A330, A340 series	52–65	9–14
F	B747, A380 series	65–80	14–16

presents the classifications for the different Boeing (B) and Airbus (A) models.

Based on the representative aircraft types presented in Table 1, we selected five typical Boeing aircraft types for this study to build virtual prototype models: B737-800, B757-200, B777-300E, B787-800, and B747-400. Figure 3 shows these five models assembled in ADAMS/Aircraft.

Using the B787-800 as an example [17],

Table 2. Virtual prototype model of B787-800 and parameters [17].

fuselage	geometric parameters	length of fuselage /m	55.91	engine bottom height above ground /m	0.74
		wingspan/m	60.12	distance between engine and fuselage axis/m	9.72
		nose height from ground/m	3.5	distance between engine and nose/m	17.78
	weight parameters	maximum takeoff weight/kg	227,930	maximum landing weight/kg	172,365
		distribution coefficient of main landing gear weight	91.2%	distance between center of gravity and nose landing gear/m	20.8
	moment of inertia	${\mathrm{I}}_{\mathrm{x}}/\mathrm{kg}·{\mathrm{m}}^2$	9,329,171	${\mathrm{I}}_{\mathrm{y}}/\mathrm{kg}·{\mathrm{m}}^2$	16,966,788
		${\mathrm{I}}_{\mathrm{z}}/\mathrm{kg}·{\mathrm{m}}^2$	25,475,812
	lift parameter	wing reference area /$\mathrm{fit}{\mathrm{m}}^2$	325	pneumatic chord length /m	7.52
		aspect ratio	8
landing gear	geometric parameters	nose main landing gear spacing/m	22.78	main landing gear wheel pitch/m	1.3
		main landing gear spacing/m	9.8	nose landing gear total length/m	1.24
		nose gear wheel pitch/m	0.73	main landing gear total length /m	1.12
	fluid damping	nose landing gear compression damping parameter	12	main landing gear compression damping parameter	60
		nose landing gear extension damping parameter	18	main landing gear extension damping parameter	90
wheel	front wheel	40 × 16 − 16.26		tire radius /inch	40
		mass/kg	255	tire width /inch	16
		Ixx, Iyy/kg·m2	44,998	aspect ratio	0.75
		Izz/kg·m2	77,416	tire pressure /MPa	1.29
	main wheel	50 ×2 0 − 22 34PR		tire radius /inch	20
		mass/kg	392	tire width /inch	22
		$I_{x}x$, $I_{y}y$/kg·m2	45,757	aspect ratio	0.7
		$I_{z}z$/kg·m2	78,721	tire pressure /MPa	1.57

shows the parameters used for the fuselage, landing gear, and wheel. The stiffness and damping ability of the landing gear system were considered using landing gear buffer model. Detailed information about landing gear buffer model can be found in authors’ previous publication [10].

3.3. Verification of Virtual Prototype Models

The FAA has used a B737-800 driving simulator to conduct research into airport runway roughness at the Mike Monroney Aeronautical Center in Oklahoma City, OK [18]. The FAA presents the simulation results in terms of the weighted root mean square of the vertical acceleration of the aircraft cockpit on eight existing runways. These results were obtained from both the driving simulator as well as from the FAA’s computer program, ProFAA, which the FAA uses to compute pavement profile roughness [19]. In this paper, the driving simulator test results are used to verify the reliability of the virtual prototype compared to ProFAA. The longitudinal profiles of the eight runways were imported into ADAMS/Aircraft. Using the newly built B737-800 model, simulations were performed at the same speed (100 knots) as used in FAA B737-800 driving simulator and ProFAA. We were then able to calculate the weighted root mean square of the vertical acceleration of the cockpit from the ADAMS/Aircraft simulation.

Table 3. Comparison of results for three simulation methods [18].

Runway No.	Airport	Weighted Root Mean Square of Vertical Acceleration of Cockpit ($\mathbf{m}/{\mathbf{s}}^2$)
		ProFAA	B737-800 Simulator	ADAMS/Aircraft
47	MSY	0.25	0.15	0.15
51	ORD	0.23	0.17	0.12
54	EWR	0.37	0.2	0.21
57	ACY	0.29	0.2	0.17
63	MDT	0.39	0.22	0.19
68	ACY	0.31	0.19	0.18
70	Trinidad	0.64	0.32	0.4
75	RUS	0.63	0.42	0.5
Average difference from simulator		64%	0%	14%

and Figure 4 present comparisons of the simulation results obtained using ProFAA, the B737-800 simulator, and ADAMS/Aircraft software. Our simulation results obtained from ADAMS/Aircraft are closer to the driving simulator results than to the ProFAA results, and the overall trend of our results also is more consistent with the driving simulator data than with the ProFAA data. With regard to the average difference from the reference driving simulator results, the ProFAA results reached 64% whereas the difference for the ADAMS/Aircraft results was only 14%. Therefore, using ADAMS/Aircraft for aircraft simulations is more reliable than using ProFAA.

Figure 5 presents the simulation results for the five aircraft models with the same taxiing speed on the same runways (as used in the FAA’s research). As shown, the root mean square of the vertical acceleration of the aircraft cockpit tends to decrease with the increase in the size of the aircraft.

3.4. Takeoff Speed

We applied standard thrust level for each virtual prototype model body to simulate aircraft taking off on a runway and then compared the taxiing speed and the mainwheel load level. Takeoff speed is obtained in this section and will be used to determine the most unfavorable speed later in this study. Figure 6 presents the comparisons between aircraft taxiing speed V and mainwheel load for each aircraft model. When the mainwheel load becomes 0, the aircraft is completely off the ground, which means the corresponding taxiing speed can be determined as the takeoff speed.

Table 4. Takeoff Speed for Five Types of Aircraft (km/h).

Aircraft Type	B737-800	B757-200	B787-8	B777-300ER	B747-400
Takeoff speed	260	328	330	348	350

shows the takeoff speed for all five models ranges from 250 to 350 km/h.

4. Testing Scenarios

4.1. Criteria for Four Vibration Index Values

In this study, dynamic load coefficient (DLC) is defined as the ratio of the vertical dynamic load of an aircraft to its weight, it is also referred as dynamic load factor. Overload coefficient (or overload factor) is defined as the ratio of the excessive vertical dynamic load of an aircraft to its weight (i.e., overload coefficient equals to DLC minus one), it is also referred as overload factor. The effects of runway roughness on the aircraft, pilot(s), and passengers should be examined simultaneously. The runway roughness evaluation criteria are dependent on the threshold values of the dynamic load coefficient and the acceleration.

United States Military Standard MIL-A-8866 analyzed the probability of aircraft dynamic load coefficient during landing. One landing consists of different phases such as touching down, turning, taxiing, and braking [20].

Table 5. Number of times per thousand runway landings that dynamic load factor ($1\pm \Delta n_y$) is experienced [20].

$1\pm \Delta n_y$	$1\pm$ 0.05	$1\pm$ 0.15	$1\pm$ 0.25	$1\pm$ 0.35	$1\pm$ 0.45	$1\pm$ 0.55	$1\pm$ 0.65	$1\pm$ 0.75
Number of Times	300,000	165,000	27,000	2000	90	4	0.15	0.005

Note: $1\pm \Delta n_y$ is dynamic load coefficient (DLC);$\pm \Delta n_y$ is overload coefficient.

shows the number of times per thousand runway landings that dynamic load coefficient ($1\pm \Delta n_y$) is experienced. It was observed that most of time during landing, the dynamic load coefficient is smaller than 1 ± 0.15.

APR Engineering Consulting Co., Ltd. in the United States uses ± 0.4 g as the threshold value for aircraft vertical acceleration and has set that value into its software [21]. Therefore, the peak value of the aircraft dynamic response shown in

Table 6. Aircraft dynamic response control criteria that correspond to Boeing Bump evaluation standard.

Runway Roughness Classification	Peak Value of MGDLC	Peak Value of NGDLC	Peak Value of CGA and PSA ($\mathbf{m}/{\mathbf{s}}^2$)
Acceptable zone	<1.15	<1.30	≤3.92
Excessive zone	1.15–1.35	1.30–1.70
Unacceptable zone	>1.35	>1.70	>3.92

Note: MGDLC is the main gear dynamic load coefficient; NGDLC is the nose gear dynamic load coefficient.

is taken as the basis for modifying the Boeing Bump standard.

4.2. Form of Roughness Excitation

The excitation parameter for runway roughness evaluation has been simplified to harmonic vibrations, with the cosine function adopted as input. The function expression is shown in Equation (3).

$$z=\frac{H}{2}\left[1-cos\left(2\pi \times \frac{x}{\lambda }\right)\right]$$

(3)

where x is the horizontal coordinate of the runway, z is the elevation coordinate of the runway, H is twice the amplitude, that is, the vertical distance between the peak and valley, $\lambda$ and is the wavelength.

In order to eliminate the interference of the initial disturbance and ensure that the aircraft maintains a smooth taxiing state before encountering excitation, we set a 500-m buffer zone in front of the single cosine excitation. Then, we calculated the elevation data of the runway profile and input those data into the pavement file for simulation. Figure 7 presents a schematic diagram of a single bump and multiple bumps excitation (bulge) represented by cosine functions.

Previous study shows that the aircraft vibration caused by the runway roughness is sensitive to the runway longitudinal wavelength, the longest wavelength could be 120 m [9]. In this study, multibody dynamics analysis ADAMS was used to simulate five typical aircraft models with various wavelength excitation. The range of the wavelength is 0–120 m. We first divided the entire range into discrete steps, and then generate the corresponding longitudinal profile to perform multibody dynamics analysis. Such process can be time consuming. Through several trials, we have determined the optimum step size to be 1 m. Using step size larger than 1 m makes the corrected BBI curve not smooth enough and affect the result accuracy, while using step size smaller than 1 m significantly increases the simulation cost.

4.3. Modifying Process

We set the conditions and process for optimizing the Boeing Bump method as follows:

• We set the wavelength range for the Boeing Bump to be 0 m to 120 m, with the step size of 1 m.
• We divided the wavelengths of 1 m~120 m into different bands.
• According to the vibration response characteristics of the different aircraft types, we determined the corresponding wavebands.
• We determined the taxiing speed of the aircraft.
• We determined the bump height that corresponded to each wavelength and input the multiple bumps into ADAMS/Aircraft.
• We simulated five types of aircrafts and found four vibration index values.
• According to the set thresholds of the vibration responses, we determined the height of the bump that corresponded to each wavelength and used that height as the standard for the final modified model.

Figure 8 presents the entire process for modification of the Boeing Bump method.

5. Results and Discussion

5.1. The Most Unfavorable Speed

We carried out simulations for the five aircraft models taxing at different speeds and obtained four indicators: PSA, CGA, MGDLC, NGDLC. The simulation results show that the maximum values of the PSA and CGA increase as the taxiing speed increases. Therefore, the most unfavorable speed for vertical acceleration is the takeoff speed for each aircraft. For indicators MGDLC and NGDLC, on the other hand, their maximum values do not necessarily occur at takeoff speed. Due to the lift effect produced by aircraft wings, the dynamic load coefficient increases first and then decreases with increasing taxiing speed. The taxiing speed corresponds to the maximum dynamic load coefficient is then defined as the most unfavorable speed for dynamic load coefficient.

Table 7. Most unfavorable speeds for five types of aircraft (km/h).

Aircraft Type	B737-800	B757-200	B787-8	B777-300ER	B747-400
For dynamic load coefficient	80	100	120	120	120
For vertical acceleration	260	328	330	348	350

summarized the most unfavorable speeds for each aircraft model.

5.2. Analysis of Superposition Effect

When two successive bump wavelengths with the same shape and amplitude are present on the runway profile, taxiing simulation tests are carried out at the most unfavorable speed for the aircraft’s vibration response. We set bumps with 10-mm amplitude and 3~60m wavelengths. Figure 9 presents comparisons of the maximum values of the MGDLC and PSA after the superposition of two bumps and a single bump. When the wavelength of two successive bumps is the sensitive wavelength of the aircraft at that speed, the frequency of the continuous excitation is close to the natural frequency of the aircraft’s buffer system. Therefore, the dynamic responses of the aircraft reach their peak due to the superposition of resonation.

The bump wavelength is set to the aircraft’s sensitive wavelength, which indicates that the frequency of the continuous excitation is the natural frequency of the aircraft.

Table 8. Peak responses and increases following superposition of two successive bumps.

aircraft types	MGDLC		NGDLC
	peak responses after superposition	increased percentage compared to under single bump	peak responses after superposition	increased percentage compared to under single bump
B737-800	1.031	3.1%	1.080	6.1%
B757-200	1.017	2.2%	1.046	4.4%
B787-8	1.004	2.2%	1.023	4.1%
B777-300ER	0.986	2.0%	0.998	3.3%
B747-400	0.973	1.4%	0.984	2.5%
aircraft types	CGA		PSA
	peak responses after superposition (m/${\mathrm{s}}^2$)	increased percentage compared to under single bump	peak responses after superposition (m/${\mathrm{s}}^2)$	increased percentage compared to under single bump
B737-800	0.55	25.9%	0.65	48.5%
B757-200	0.45	22.4%	0.62	45.5%
B787-8	0.44	16.7%	0.51	41.6%
B777-300ER	0.38	14.3%	0.44	36.2%

shows the peak dynamic responses of the five types of aircraft under two identical successive bumps compared to their responses under a single bump. The increases in the peak dynamic responses (NGDLC and PSA) at the front of the aircraft after superposition are greater than the increases in those responses (MGDLC and CGA) at the center of the aircrafts. This trend becomes increasingly more distinct with the diminishing size of the aircraft type.

5.3. Modification of Boeing Bump Index

The Boeing Company mainly utilizes only the B727 as the test aircraft for investigating Boeing Bump criteria. Although the results show a reliable relationship with the dynamic responses of the B727, their extension for application to other aircraft types may be poor. This paper analyzes the peak value of the CGA for five aircraft at the most unfavorable speed under different wavelength bumps (Figure 10). The CGA of the B737 is the largest within the 15 m wavelength whereas the CGA of the B747 is the largest at more than 50 m wavelength. In general, when the bump wavelength is near the sensitive wavelength of a certain aircraft model, the dynamic response is the greatest because the excitation frequency is close to the natural frequency of that aircraft.

To ensure that a runway’s roughness can meet the requirements for all types of aircraft, the aircraft with the greatest dynamic response should be selected as the simulation aircraft for the corresponding wavelength range.

Table 9. Selection of simulation aircraft under different wavelength bumps.

Wavelength (m)	0–15	15–25	25–40	40–50	50–120
Aircraft type	B737-800	B757-200	B787-8	B777-300ER	B747-400

shows the selection of the simulation aircraft models based on different wavelengths. Based on the criteria for the MGDLC, NGDLC, PSA, and CGA, we modified the bump height as the upper limit in the acceptable zone and unacceptable zone, as shown in

Table 10. Limits of Boeing Bump height in acceptable zone and unacceptable zone.

Wavelength (m)	Aircraft Type	Bump Height $\mathit{L}=\mathit{\lambda }/2\left(\mathbf{m}\right)$	Upper Limit of Bump Height in Acceptable Zone (mm)	Upper Limit of Bump Height in Unacceptable Zone (mm)
3	B737-800	1.5	21	44
5	B737-800	2.5	27	53
7	B737-800	3.5	33	60
10	B737-800	5	39	68
15	B757-200	7.5	48	75
20	B757-200	10	51	81
25	B757-200	12.5	60	86
30	B787-8	15	63	90
35	B787-8	17.5	68	96
40	B777-300ER	20	70	102
45	B777-300ER	22.5	73	107
50	B747-400	25	75	110
55	B747-400	27.5	85	119
60	B747-400	30	90	125
70	B747-400	35	100	137
80	B747-400	40	110	148
90	B747-400	45	125	160
100	B747-400	50	136	172
110	B747-400	55	145	184
120	B747-400	60	155	195

.

Figure 11 shows the fitting curves of the upper limits of the modified Boeing Bump height in the acceptable zone and unacceptable zone. The bump height increases as the bump length increases. Figure 12 presents a comparison between the modified and original Boeing Bump evaluation criteria. The upper limits of the acceptable and unacceptable zones in the modified criteria are both below the original standard line, especially under the middle and long waves. Thus, the revised evaluation criteria are more conservative and have a wider application range than the original Boeing Bump criteria, especially in terms of the middle and long waves on a runway.

6. Conclusions

By adopting a single bump as the standard, the Boeing Bump ignores multiple bump superpositions. In this study, we carried out aircraft dynamic simulations by first establishing five typical virtual prototype models and then quantifying the superposition effect of the aircraft vibration responses under multiple bumps. Based on this work, we then backcalculated the modified Boeing Bump at different wavelengths according to the dynamic response thresholds. The main points of this study are as follows.

• We developed and verified the reliability of the B737-800, B757-200, B777-300ER, B787-800, and B747-400 virtual prototype models in this study.
• The most unfavorable speed (in terms of vibration response) of the different aircraft models differs greatly. Basically, the larger the aircraft, the higher the most unfavorable speed.
• The aircraft’s dynamic response might increase by 50% for two bumps on a rough runway compared to a single bump. Therefore, the original Boeing Bumpmethod should be improved in terms of dealing with multiple bumps.
• Different wavelengths are associated with different aircraft types. Furthermore, the modification evaluation criteria are stricter than the criteria for the original Boeing Bump, especially for middle and long waves on the runway.