2019/11/13 ENGG1811 19T3 Assignment 2
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ENGG1811 Assignment 2: The Millennium Bridge
Due date: 5pm, Friday 22 November (week 10). Late submissions will
be penalised at the rate of 10% per day. The penalty applies to the
maximum available mark. Submissions will generally not be accepted
after 5pm, Monday 25 November 2019.
Version 1.02 on 13 November, 2019.
13 Nov 2019: There are corrections on the mathematical model. I have used one symbol
(Ω0) to refer to two different quantities. The corrections are here .
2 Nov 2019: There are updates are Task 2. The computation of square roots were missing.
There numerical answers were also not correct. The changes are typeset in maroon.
Introduction
This assignment is inspired by the Millennium Bridge in London, England. The Millennium
Bridge is a suspension bridge for pedestrians only. Many visitors walked across the bridge
in the first day of its opening in 2000. However, these visitors were treated to something
unusual. They noticed that, when there were many people on the bridge, the bridge started
to sway a lot. You can watch the wobbling of the bridge in this YouTube video. Since the
bridge did not sway much if there were few people on the bridge, the authority decided to
limit the number of people on the bridge. Eventually, the bridge was closed a few days
after its opening. The bridge was re-opened after additional dampers have been put on the
bridge, see  for a report on how the bridge was stabilised.
Engineers and scientists wanted to understand why the Millennium Bridge started to sway
when there were many people on the bridge. You probably have learnt about resonance in
your Physics class and you are right to guess that the wobbling had something to do with
resonance. However, the baffling part is how pedestrians could have caused resonance to
occur. One theory, which was published in , is that the pedestrians would synchronise
their walking with that the bridge's motion and their synchronised movement caused the
bridge to sway more. There are also other theories, such as , which disputes the theory
proposed in .
The aim of this assignment is to give you an opportunity to work on a small-scale
engineering problem in Python. The engineering system that you will be working on is the
Millennium Bridge motion model from . (Note that we are not claiming that  is the
correct model. We are merely using the model in  in a computing exercise.) You will first
develop a Python function to simulate the motion of the bridge due to the pedestrians'
movement. After that, you will use the simulation program to try out different
modifications that can reduce the amount of swaying. On the whole, this assignment
relates computer science to two important aspects of engineering, which are simulation
and design.
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The key objective of this assignment is to for you to learn and use Python and numpy to
solve problems. At the same time, we would like to give the problem an engineering
context so that you can get some ideas how computing is used in engineering. Note that
we used the word inspired earlier because, for this assignment, we took the liberty to
simplify the model in  and the engineering design problem.
Learning objectives
This assignment is designed to give you practice in
Applying programming to solve a simple engineering simulation and design problem
Applying a number of numpy features, which include array, slicing, elementwise
computation, built-in functions and others
To organize programs into modules by using functions
To use good program style including choice of variable names, comments and
documentation
To get a practice on software development, which includes incremental development,
testing and debugging.
Intuition behind the bridge and pedestrian motion modelling
We will give you a basic mental picture that you can use to visualise the bridge and
pedestrian motions. We will use Figure 1 below, which is taken from , for our description.
Figure 1. Taken from .
The left side of Figure 1 depicts the Millennium bridge. We are particular interested in the
lateral motion (i.e. side-to-side motion or sway) of the bridge.
For the modelling of the bridge, we can think about the bridge as a wheeled cart with mass
M, see the top-right of Figure 1. This wheeled cart can only move in one dimension along
the X-axis and this motion is representative of the sway of the bridge. The sway of the
bridge is restricted by both stiffness and damping. A material is stiff if a force can only
extend the material a little. Engineers like to think about stiffness as a spring where a stiff
spring is hard to extend. If we go back to the picture of the cart in Figure 1, the quantity K
2019/11/13 ENGG1811 19T3 Assignment 2
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represents the stiffness of the bridge. A damper is used by engineers to resist or to slow
down motion. A common example of a damper in day-to-day life is a door closer which
slows down a door so it will not slam. In the picture of the cart in Figure 1, the quantity B
denotes damping where a larger B means more resistance.
With correctly chosen stiffness and damping, the sway of a bridge will eventually die down.
If we simulate the lateral motion of bridge without pedestrians (which can be done with
the simulation program which you will develop), we obtain the lateral displacement and
lateral velocity in Figure 2 and you can see that their magnitudes become smaller over
time.
Figure 2. Displacement and velocity of the bridge without pedestrians
Since we will only consider lateral motion in this assignment, we will drop the word lateral
for brevity from now on.
You can see from Figure 2 that the motion of the bridge is oscillatory. Engineers and
scientists like to think about an oscillatory motion as a point going round in a circle. You
can see how the motion of a circle maps to a sine curve here. We know that we can specify
the position of a point on a circle by using an angle, so we can use an angle to describe the
oscillatory motion of the bridge. This angle is commonly referred to as the phase angle or
simply phase (in the same sense of the word "phase" in the expression "moon phase"). The
bottom-centre picture in Figure 1 depicts an angle using the Greek alphabet Ψ (Psi). This
angle is used to describe the phase of the oscillatory motion of the bridge.
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The walking of a pedestrian can also described as a cycle since walking is a repetition of:
lifting of the left foot, landing of the left foot, lifting of the right foot, landing of the right
foot, and so on. For each pedestrian, we can use a phase to describe their motion, see the
angle Θ i (Theta) in the bottom-right picture in Figure 1. Note that each pedestrian on the
bridge has his/her own phase, the subscript i in Θ i is used to indicate the pedestrian whose
index is i.
The theory in  is that the pedestrians synchronised their motion with that of the bridge.
If we simulate the motion of the bridge with the pedestrians (which can be done with the
simulation program which you will develop), we obtain the displacement and velocity in
Figure 3 and you can see that their magnitudes grow over time. If you simulate for longer,
the magnitude of oscillation will grow larger until it reaches a steady value.
Figure 3. Displacement and velocity of the bridge with pedestrians
The bottom plot in Figure 3 shows the sine of the pedestrians' phase. There are 20
pedestrians and there are in fact 20 lines in different coloured lines in the plot. You can see
the different coloured lines near time 0, but afterwards, these lines overlap and you can
only see one coloured line. This means the pedestrians synchronised their walking.
Having seen that the displacement and velocity of the bridge will become large, a part of
this assignment for you to see what modifications are needed to stabilise the bridge.
The above mental picture should give you the intuition you need for this assignment. In
order to do simulation, we need a mathematical model which we will discuss next.
A mathematical model for the bridge and pedestrians
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From the bridge and pedestrian motion that we have discussed above, you know that we
are interested in a few quantities:
The displacement of the bridge at time t, which is denoted by x(t)
The velocity of the bridge at time t, which is denoted by v(t)
The phase of the bridge Ψ(t) at time t, which can be calculated from x(t), v(t), M and K.
(Reminder: M is mass and K is stiffness)
Each pedestrian's phase. We index the pedestrians by an index i where i takes on
values from 0, ..., N-1 where N is the number of pedestrian on the bridge. At time t,
the phase of the pedestrian i is denoted by Θi(t).
The mathematical model tells us how x(t), v(t), Ψ(t) and Θi(t) evolve over time.
The model has six model parameters. You have seen M, B, K and N before. There are two
more: G and C. The table below summarises all the model parameters and their meaning.
The Python programs will use the same notation for these model parameters.
Constants Meaning and their unit
M Mass [kg]
B Damping [kg/s]
K Stiffness [kg/s/s]
N Number of pedestrians
G The maximum force that a pedestrian exerts on the bridge [N]
C Larger C value means the pedestrians take shorter time to synchronisewith the bridge [/m/s]
We have placed the mathematical model for the bridge and pedestrians on a separate
page. We believe it is best for you to get to know the different parts of the assignment
before dwelling into the mathematical model. You should be able to get a big-picture
understanding on what you need to do for this assignment without going into the
mathematical model at this stage. (The model is here and you can read it later.) The
mathematical model is modified from . If you would like to read , click on this which
We have divided the assignment into four tasks where each task corresponds to the writing
of a Python function.
Task 1 is to write the function sim_bridge() which simulates the bridge's displacement
and velocity, as well as the pedestrians' phase
The aim of Task 2 is to use the displacement and velocity of the bridge to compute a
design objective. This design objective is such that, if the bridge oscillates more, then
the design objective is bigger. In this task, you will write the function comp_obj().
Assuming that it is possible to change the stiffness and damping of the bridge, you
will use different values of stiffness and damping to see whether you can reduce the
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oscillation. You can do this because you have developed a simulation program. The
aim of Task 3 is to develop the function run_different_designs().
Now that you have got the different designs, the aim of Task 4 is to choose the best
design. For this task, your aim is to write the function find_best_design().
The aim of this task is to write a Python function sim_bridge() to simulate the bridge and
pedestrian motion. In the yellow box below, you will see the contents of the template for
sim_bridge() which you can use to start your work.
import numpy as np
def sim_bridge(t_array,M,B,K,G,N,C,Omega_array,dis0,vel0,ped0):
# BEGIN: Supplied code ************************************
# Time increment
dt = t_array - t_array

# Initialise dis_array, vel_array, ped_array
dis_array = np.zeros_like(t_array)
vel_array = np.zeros_like(t_array)
ped_array = np.zeros((N,len(t_array)))

# Initialise for index 0
dis_array = dis0
vel_array = vel0
ped_array[:,0] = ped0
# Compute Omega0
Omega_0 = np.sqrt(K/M)
# END: Supplied code ************************************
# Your code to compute the entries in dis_array, vel_array, ped_array
#
# Hint: Should use arctan2() from the numpy library to calculate Psi(t)
# BEGIN: Supplied code ************************************
# Return the array
return dis_array, vel_array, ped_array
# END: Supplied code ************************************
The function sim_bridge() takes on a number of inputs. We will provide you with the
parameter values to use so the important thing for you is to understand what they are
referring to. The meaning of M, B, K, N, G and C have already been explained earlier at
here. The meaning of the other inputs are explained in the table below.
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Python
variable
name
Meaning
t_array A numpy array of regularly spaced points. They are the time instancesin simulation.
Omega_array
This is a numpy array with N entries. The entry Omega_array[i] is the
value of Ωi in the mathematical model.
The quantity Ωi is related to the walking speed of the the pedestrian
with index i.
We will explain how you can use Omega_array on the page where we
describe the mathematical model. It is here and it is best that you read
that later.
dis0 Initial displacement of the bridge. This is a scalar.
vel0 Initial velocity of the bridge. This is a scalar.
ped0 This is a numpy array with N entries. The entry ped0[i] is the initialphase of the pedestrian with index i.
The function sim_bridge() returns three outputs, see the second last line of the code above.
All the three outputs are numpy arrays and their meanings are explained in the table
below.
Python
variable
name
Shape Purpose
dis_array The same as t_array
To store the displacement of the bridge
dis_array[j] is the displacement at the
time given by t_array[j]
vel_array The same as t_array
To store the velocity of the bridge
vel_array[j] is the displacement at the
time given by t_array[j]
ped_array
A two-dimensional numpy
array
The shape is N by the
number of entries in t_array
To store the phase of the pedestrians
ped_array[i,j] is the phase of pedestrian i
at the time given by t_array[j]
Note that the template file has included code to create these three arrays with the specific
shape mentioned above. Please do not change these lines of code. In addition, the
template also includes lines of code which initialise these arrays for time 0. Again, please
do not change these lines.
In order for you to complete sim_bridge(), what you need to do is to add the for-loop for
simulation.
In the simulation, you will need to use arctangent (or inverse tangent) to compute the
phase Ψ(t) of the bridge. We ask you to use the numpy function arctan2() for this purpose.
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(Testing and incremental development) You can test this function by using the test file
test_sim_bridge.py. There are four test cases in this test file. We have developed these test
cases so that you can develop your sim_bridge() incrementally. We will be explaining these
test cases on a separate page because it requires some understanding of the mathematical
model. Our suggestion is that you keep going with this document first to get an
understanding of the whole assignment. After that, you can read the mathematical model
you can incrementally develop it on this page, which is also where the mathematical model
is.
Task 2: A function to calculate the design objective
The function sim_bridge() allows you to compute the displacement and velocity from the
bridge parameters. In the next task (Task 3), you will explore different designs by varying
the values of stiffness and damping. In order for us to choose a design later on, we need a
way to measure how good a design is. This measure is known as the design objective. The
aim of this task (Task 2) is to develop the function comp_obj() whose aim is to compute the
design objective.
The def line of comp_obj() is:
def comp_obj(dis_array,vel_array,M,K):
The names of the inputs have been chosen to reflect their roles. The function is expected to
return one number as the design objective. We will use an example to explain how you
compute the design objective.
(Example) Note that both dis_array and vel_array are expected to be 1-dimensional numpy
arrays of the same shape. For this example, we assume:
The entries of dis_array are [d0, d1, d2]
The entries of vel_array are [v0, v1, v2]
We compute the following three numbers
square root of ( (d02 + (M / K) v02 ), square root of ( d12 + (M / K) v12 ), square root
of ( d22 + (M / K) v22 )
where d02 denotes the square of d0 etc. The design objective is the maximum of these
three numbers. In general, if there are H entries in each of dis_array and vel_array, you will
be computing H numbers and finding the maximum of them.
As a numerical example, if
dis_array is np.array([-1.1, 2.1, 3.1])
vel_array is np.array([-4.1, -2.1, 1.3])
K = 1.1
M = 4.2
then you first compute
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square root of ( (-1.1)2 + (M / K) (-4.1)2 ), square root of ( (2.1)2 + (M / K) (-2.1)2 )
, square root of ( (3.1)2 + (M / K) (1.3)2 )
Their numerical values are approximately 8.09, 4.61 and 4.01. The maximum is 8.09 which
is the design objective. Your comp_obj() will need to return this number.
You can test this function by using test_comp_obj.py.
Note that it is possible to do all of the computation of this function with merely one line of
code in numpy. The lectures in Week 8 will give you some inspiration.
Task 3: Calculating the design objective for many pairs of B and K
Assuming that you are able to modify both the damping B and stiffness K of the bridge,
you want to compute the design objective for many pairs of B and K values. The aim of this
task is to develop the function run_different_designs() whose template is:
def run_different_designs( t_array, M, G, N, C, Omega_array, dis0, vel0, ped0, B_min,
B_max, K_min, K_max, B_num, K_num):
return B_array, K_array, sway_array
There are many inputs to this function. The first group of inputs, which is typeset in blue,
has been discussed before. The second group of inputs, which is typeset in maroon, is
new.
This function returns three numpy arrays, see the return line in the template code above.
In this task, you will use many different pairs of B and K values for simulation. For each pair
of B and K, you will use sim_bridge() to obtain the displacement and velocity. (Note that
you assume that the other parameters, M, G, N, ... remain the same.) Once the
displacement and velocity have been obtained, you use them together with M and K to
compute the design objective using comp_obj().
Note that the template file for run_different_designs() does not include default arguments.
The last two parameters B_num and K_num can have default arguments. The default
argument for B_num is 5, and that of K_num is 10. This is a piece of work that you need to
The steps inside the function run_different_designs() are:
1. Create a numpy array B_array of equally spaced values. The first and last values of this
array are given, respectively, by B_min and B_max. The number of entries is
determined by B_num. For example, if, at the time when the function is called, the
specified values of B_min, B_max and B_num are, respectively, 11000.0, 27500.0 and
6, then B_array is expected to be array([11000., 14300., 17600., 20900., 24200.,
27500.]). Note that the numbers in this array are equally spaced because the
difference between any two consecutive entries is 3300. Note that if the value of
B_num is not specified when the function is called, the default value of B_num,
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which is 5, should be used; in this case, we expect B_array to be array([11000.,
15125., 19250., 23375., 27500.]).
2. Create a numpy array K_array of equally spaced values. The first and last values of this
array are given, respectively, by K_min and K_max. The number of entries is
determined by K_num. Note that K_num has a default argument.
3. Perform simulations for all possible pairs of B and K combinations that can be
obtained from B_array and K_array. The number of possible B-K pairs is B_num times
K_num. Let B_new and K_new be a particular pair of combination where B_new is an
element in B_array and K_new is an element of K_array. For each pair of B_new and
K_new, you need to do the following:
Use B_new and K_new with the function sim_bridge() to compute the
displacement dis_array and velocity vel_array when B_new is used as the
damping and K_new is used as the stiffness. You can obtain the other inputs of
sim_bridge() from the inputs to run_different_designs().
Use the two arrays dis_array and vel_array computed in the last dot point,
together with K_new and M to compute the design objective using comp_obj().
Note that M can be taken from the input.
Let us assume B_new corresponds to the element with index i in B_array, i.e. the
value of B_array[i] is B_new. Similarly, let us assume K_new corresponds to the
element with index j in K_array. Store the design objective computed in the last
dot point in the array element sway_array[i,j]. Note that the shape of sway_array
is expected to be B_num by K_num .
You can use the file test_run_different_designs_0.py, test_run_different_designs_1.py and
test_run_different_designs_2.py to test your function. Note that for both
test_run_different_designs_0.py, test_run_different_designs_1.py, the value of B_num by
K_num are specified. For test_run_different_designs_2.py, both B_num by K_num are
not specified so the default arguments are expected to be used.
Note that for all these three test files, a number of simulations will be run so the
computation may take a bit of time. The files test_run_different_designs_0,
test_run_different_designs_1 and test_run_different_designs_2 run, respectively, 12, 24 and
50 different designs. If you need computing power, you can use the lab computer.
Hint: You will need to use nested-for for this function. An example of using nested-for can
be found in the file nested_for.py in Week 6B.
Remark: We want to remark that the design problem that we have posed above is not
entirely realistic. It is hard to modify the stiffness of a bridge, see . If stiffness and
damping are modified, the other bridge parameters, such as the mass M, may need to be
adjusted at the same time. We have taken the liberty to keep the problem simple.
Task 4: Choose the best design
The aim of this task is to choose the best design from all those designs that you have
simulated in Task 3. In this assignment, we define the best design as the pair of B and K
that minimises the design objective. In this task you will develop the function
find_best_design() whose template is:
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def find_best_design(sway_array,B_array,K_array):

return B_chosen, K_chosen
The inputs sway_array, B_array and K_array are the outputs of run_different_designs(). The
function is expected to return two outputs which are the chosen pair of B and K.
Let us use an example to illustrate the expected behaviour of find_best_design(). For this
example, we assume that sway_array, B_array and K_array are given by:
sway_array = np.array( [ [3.1, 2.1, 1.1],
[4.1, 1.6, 2.4],
[2.2, 3.2, 3.6],
[1.5, 2.5, 3.5] ] )
B_array = np.array([3.7, 4.7, 5.7, 6.7])
K_array = np.array([1.5, 1.8, 2.1])
Note that B_array has 4 entries, K_array has 3 entries, and from run_different_designs() we
expect that sway_array should have a shape of (4,3). Recall also that sway_array[i,j] is
computed from B_array[i] and K_array[j], e.g. sway_array[2,1] , which has the value of 3.2
(highlighted in blue), is the design objective computed by using B_array and K_array.
Since our goal is to find the design that minimises the design objective, we look for the
smallest element in sway_array, which is sway_array[0,2] and has a value of 1.1 (highlighted
in magenta). The best design therefore comes from a value of B equals to B_array and a
value of K equals to K_array. You should assign B_array to B_chosen and K_array
to K_chosen.
You can test find_best_design() by using the test file test_find_best_design().
Note that you can use numpy to write this function without using any loops.
Remark: We have used a rather brute force method to determine the design parameters.
You will learn better optimization methods in later years.
Putting all functions into action
We have provided you with a Python program called run_all.py. In this file, you will use
run_different_designs() to simulate a number of different designs and use
find_best_design() to choose the best design. After that, the file will use sim_bridge() to
simulate the bridge, first with the original parameters and then with new parameters
obtained from the design. If your programs work correctly, you should be able to see that
the new design has stabilised the bridge.
This is not part of the assessment but we think it is good for you to see how you can put
everything together.
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Getting Started
1. Download the zip file assign2_prelim.zip, and unzip it. This will create the directory
(folder) named 'assign2_prelim'.
2. Rename/move the directory (folder) you just created named 'assign2_prelim' to
'assign2'. The name is different to avoid possibly overwriting your work if you were to
3. First browse through all the files provided including the test files.
4. (Incremental development) Do not try to implement too much at once, just one
function at a time and test that it is working before moving on.
5. Start implementing the first function, properly test it using the given testing file, and
once you are happy, move on to the the second function, and so on.
6. Please do not use 'print' or 'input' statements. We won't be able to assess your
program properly if you do. Remember, all the required values are part of the
parameters, and your function needs to return the required answer. Do not 'print'
The zip file assign2_prelim.zip contains altogether 23 files. The assumption is that all these
23 files must be in same directory. Here is an overview of what the files are:
4 template files for the 4 functions to be written
6 test files for the four functions to be written.
2 files with the extension txt which are needed to run the simulation. The test files
have code to handle these two files so you do not have to worry about them.
10 files with the extension npz. We have pre-computed the expected results and store
them in these files. The test files will load these files and compare the expected results
run_all.py as an example on how to put all the files together.
Testing
Test your functions thoroughly before submission.
You can use the provided Python programs (files like test_sim_bridge.py etc.) to test your
functions. Please note that each file covers a limited number of test cases. We have
purposely not included all the cases because we want you to think about how you should
be testing your code. You are welcome to use the forum to discuss additional tests that
you should use to test your code.
The test files will calculate the difference between the expected results and your
results. The test file will inform you the maximum absolute difference. The difference
should be less than 1e-6.
We will test each of your files independently. Let us give you an example. Let us assume we
are testing three files: prog_a.py, prog_b.py and prog_c.py. These files contain one function
each and they are: prog_a(), prog_b() and prog_c(). Let us say prog_b() calls prog_a(); and
prog_c() calls both prog_b() and prog_a(). We will test your files as follows:
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We will first test your prog_a().
When we test your prog_b(), we will test your prog_b() together with our working
version of prog_a(). In this way, if your prog_a() does not work for some reason, there
is a chance that your prog_b() may work and you may still receive marks for prog_b().
When we test your prog_c(), we will test your prog_c() together with our working
version of prog_a() and prog_b().
Submission
You need to submit the following four files. Do not submit any other files. For example, you
do not need to submit your modified test files.
sim_bridge.py
comp_obj.py
run_different_designs.py
find_best_design.py
To submit this assignment, go to the Assignment 2 page and click the tab named "Make
Submission".
Assessment Criteria
We will test your program thoroughly and objectively. This assignment will be marked out
of 24 where 20 marks are for correctness and 4 marks are for style.
Correctness
The 20 marks for correctness are awarded according to these criteria.
Criteria Nominalmarks
Function sim_bridge() (Case 0: G = 0, C = 0, non-zero initial conditions.
Need to get dis_array and vel_array correct) 2
Function sim_bridge() (Case 1: nonzero G. C = 0. Need to get dis_array,
vel_array and ped_array correct) 3
Function sim_bridge() (Case 2: nonzero G and C. Need to get dis_array,
vel_array and ped_array correct) 4
Function comp_obj() 2
Function run_different_designs() (Case 0: All arguments are specified.
No default arguments will be used.) 4
Function run_different_designs() (Case 1: Testing default arguments.) 1
Function find_best_design() 3
(Assessment and incremental development) We told you earlier that the function
sim_bridge() can be developed incrementally, which are Step 0, Step 1 and Step 2
mentioned here. Each step corresponds to a more complicated simulation model with Step
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0 being the simplest and Step 2 being the complete model. We want to let you know that
there is a one-to-one correspondence between the incremental development of
sim_bridge() and the assessment of sim_bridge(). The assessment of sim_bridge() is divided
into 3 cases, see the table above. Case 0 in the assessment corresponds to Step 0 of the
incremental development, and so on. You need to know.
You can still get marks for partially completed simulation models, i.e. completing Step
0 or Step 1.
You do not have to get all three Steps going before working on the other functions.
Note that:
The test file test_run_different_designs_0.py assumes that you have got Step 0 of
the simulation model working
The test file test_run_different_designs_1.py assumes that you have got Step 1 of
the simulation model working
The test file test_run_different_designs_2.py assumes that you have got Step 2 of
the simulation model working
The important message is this: Just in case you find doing the simulation model difficult,
you can get a partially completed simulation model going first and then move on to work
on the other functions first. Do not think that you need to complete the entire simulation
model before working on the other functions.
Style
Four (4) marks are awarded by your tutor for style and complexity of your solution. The
style assessment includes the following, in no particular order:
Use of meaningful variable names where applicable
Use of sensible comments to explain what you're doing
Use of docstring for documentation to identify purpose, author, date , data dictionary,
parameters, return value(s) and program description at the top of the file
Assignment Originality
You are reminded that work submitted for assessment must be your own. It's OK to discuss
approaches to solutions with other students, and to get help from tutors, but you must
write the Python code yourself. Sophisticated software is used to identify submissions that
are unreasonably similar, and marks will be reduced or removed in such cases.
Further Information
We will run Help Sessions for this assignment during Weeks 8-10. These are face-to-
face consultation in the lab on a first-come-first-serve basis. The timetable for the
Help Sessions can be found on the course website.
Note that there are no lectures on Wed Week 10. Help sessions will be run during this
time.
2019/11/13 ENGG1811 19T3 Assignment 2
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Use the forum to ask general questions about the assignment, but take specific ones
to Help Sessions.
Keep an eye on the course webpage notice board for updates and responses.
Reference
 T. Fitzpatrick and R. R. Smith. Stabilising the London Millennium Bridge. Ingenia Online.
(https://www.ingenia.org.uk/getattachment/Ingenia/Issue-9/Stabilising-the-London-
Millennium-Bridge/Fitzpatrick.pdf)
 Strogatz, S. H., Abrams, D. M., McRobie, A., Eckhardt, B. & Ott, E. 2005 Crowd synchrony
on the Millennium Bridge. Nature 438, 43–44. (doi:10.1038/43843a). Links to the paper and
its supplementary information.
 J. H. G. MacDonald. Lateral excitation of bridges by balancing pedestrians. Proc. of Royal
Society A. (2009)  Email:51zuoyejun

@gmail.com