A Systematic Approach to using the Potential of the Efficiency of the
Economic and Visual Model in the Formation of Information
Modelling Systems
Bilonda Tregubova Elen and R. Kazaryan
Department of Technologies and Organizations of Construction Production, Moscow State University of Civil Engineering,
26 Yaroslavskoe shosse, Moscow, 129337, Russia
Keywords: Economic and visual model (computer), efficiency of implementation of construction organization project
(COP), work performance project (WPP), project of organization of work (POW), space-time collisions,
CAD, software, activity progress chart (APC), critical path, synergy, (X, Y, Z).
Abstract: The paper considers the possibility of studying the potential for the effectiveness of the economic and visual
model and reducing operating costs in the development of construction facilities. Methods of visual modelling
are presented, which make it possible to effectively implement construction organization projects. The
economic and visual model contributes to the formation of the element base of rational economic,
organizational and technological solutions. The following methods were used: system analysis, logical-
mathematical modelling, systems theory, economic and visual modelling, research methods of operations,
economic and mathematical methods. The modern experience of using the model has been studied. On the
basis of an analytical review regarding economic and visual modelling, the works of domestic and foreign
authors are studied. The element base of the optimal solution of organizational and technological processes is
formed on the basis of the information model (BIM). The conducted analytical review of the study of materials
on the practical application of the economic and visual model on the territory of the Russian Federation based
on the results of the theoretical study confirms that there is no alternative to improving the formation of new
information systems for modelling the organization of construction.
1 INTRODUCTION
In the conditions of risk and uncertainty, there is a
need for continuous management of economic
processes in the public sector. Changes of the last
decades have shifted the focus financial and
managerial accounting from cost management and
financial flows onto economic processes’
management (financial standing, risks, backup
enterprise system, reorganization processes, value
added control), based on the use of accounting
engineering tools (monitoring, financial, hedging, or
other derivative reports). The net assets indicator, in
conjunction with net liabilities, represents one of the
most important measures of assessing economic
processes, efficiency, and sustainable development of
a nonprofit enterprise. However, as concerns
businesses that are not focused on profit-making or
satisfaction of public demand for services as the
outcome of investment, this indicator is difficult to
determine. Therefore, a lot of proven models and
methods of accounting for net assets cannot be
directly applied in this area. This situation leads to a
mismatch between the urgent need for scientific
methodology in the field of information and
analytical support of management and evaluation of
the efficiency by using the net assets indicator
(Chulkov, V., Kazaryan, R., 2020, Chulkov, V.,
Kazaryan, R., Shatrova., A, 2020, Kazaryan, R. R.,
Khvan, V. A., Chulkov, V. O., 2018). As a result, it
becomes necessary to introduce certain
methodologies and additional tools that will make it
possible to design in three-dimensional space not the
object itself, but its construction process in time. In
other words, the design process from this point on is
not static, but dynamic. This technique is a
completely new method in architectural and
construction design. The concept of economic and
visual modelling of the construction process is a new
and progressive approach to the development of
organizational and technological solutions and the
184
Bilonda Tregubova, E. and Kazaryan, R.
A Systematic Approach to using the Potential of the Efficiency of the Economic and Visual Model in the Formation of Information Modelling Systems.
DOI: 10.5220/0010696300003169
In Proceedings of the International Scientific-Practical Conference "Ensuring the Stability and Security of Socio-Economic Systems: Overcoming the Threats of the Crisis Space" (SES 2021),
pages 184-189
ISBN: 978-989-758-546-3
Copyright
c
2022 by SCITEPRESS – Science and Technology Publications, Lda. All rights reserved
identification of spatial and temporal collisions,
which in turn leads to a reduction in construction time
and minimization of unplanned budget expenditures
(Bachurina, S., Sultanova, I., 2015; Bachurina, S.,
Sultanova, I., 2014; Department of Energy, 2004;
McGraw H Construction, 2012; Lapidus A.,
Avetisyan, R., Mirzakhanova, A., Kazaryan, R.,
2019; Talapov, V., 2010; Kolosova, E., Sukhachev,
K., 2011; Grachev, V., Klimov, Yu., Lim, V.,
Zakharov, P., Belyaev, A., 2006; Balakina, A.,
Simankina, T., Lukinov, V., 2018; Boton, C.,
Kubicki, S., Halin, G., 2011; Sultanova, I., 2015).
2 EFFICIENCY CRITERIA AND
RESTRICTIONS
Construction companies set themselves tasks, the
solution of which will make it possible to effectively
implement construction projects. The solution of the
assigned tasks is possible due to well-developed
organizational and technological solutions. An
obligatory criterion is the possession of deep and
extensive knowledge of the object under construction
(Bachurina, S., Sultanova, I., 2014; Department of
Energy, 2004). At present, during the construction of
objects, software systems are widely introduced into
the design process, which make it possible to model
the object being built in three-dimensional space
(3D). These software systems allow further
automation of receiving layout drawings. Each
correction that is made to the model is automatically
modified in the corresponding drawings. This method
significantly improves the quality of products
produced by the personnel, organizational and
technological solutions become well-developed,
which in turn minimizes the likelihood of collisions
in the area of joining spatial models. With the help of
automation and visualization, the probability of
spatial inconsistencies is reduced to 98% (Bachurina,
S., Sultanova, I., 2015; Bachurina, S., Sultanova, I.,
2014; Department of Energy, 2004). The advantages
of three-dimensional modelling are reflected at all
stages of the construction of an object, while the
development of 3D models at present can cost
significantly more than the well-known classical two-
dimensional drawings. However, the improvement in
the formation of new information systems for
modelling the organization of construction objects,
subject to the introduction of appropriate adjustments
and changes in the organizational and technological
processes, will reduce the cost of ongoing design
work by 5-10% (McGraw H Construction, 2012;
Lapidus A., Avetisyan, R., Mirzakhanova, A.,
Kazaryan, R., 2019). For the effective
implementation of projects, time-tested methods are
used:
1. The activity progress chart (APC) of a project
is a process model that reflects the sequence and
dependence of work performance. APC allows
calculating the most favourable way in terms of time
parameters, which allows effective performance of
the most complex works. APC is mainly used in the
construction of particularly complex and large
facilities with a large number of construction and
installation works. The critical path method is used in
the design of APC.
2. The critical path method makes it possible to
estimate the amount of full, private and free time
reserve that is available in each work. Work that is not
included in the critical path can be carried out in
stages - as appropriate, or even begin later, since it
does not affect the total duration of the construction
of the facility. The critical path method allows setting
the optimal time for completion of the construction of
a facility for a given budget.
3. The flow line method of organizing
construction work is a rational organization of labour.
A mandatory element in using the flow line method is
to minimize downtime and maximize resource
utilization.
The above methods have some limitations. For
example, APC may contain a large number of errors
related to the one-time use of space at a construction
site (different works in the schedule are independent).
This kind of situation at a construction site creates
certain time costs of individual teams due to the
impossibility of starting the performance of the
previous or subsequent work (Department of Energy,
2004; McGraw H Construction, 2012; Lapidus A.,
Avetisyan, R., Mirzakhanova, A., Kazaryan, R.,
2019). Synergy is achieved with the simultaneous use
of the above methods, when organizational and
technological decisions are made on the basis of a
visual model. The model is often referred to as 4D-,
5D-, 6D-, MULTI-D- modelling. Multidimensional
modelling combines a three-dimensional model of an
object under construction, 3D and APC (Talapov, V.,
2010; Kolosova, E., Sukhachev, K., 2011). The
economic and visual model (computer), which allows
the interconnection of construction processes
presented in three-dimensional space with reference
to time, makes it possible to make rational
organizational and technological decisions in the
design of construction organization project (COP),
work performance project (WPP), project of
organization of work (POW), clearly argue them for
A Systematic Approach to using the Potential of the Efficiency of the Economic and Visual Model in the Formation of Information
Modelling Systems
185
Figure 1: An illustrative example of a visual model of a facility under construction.
the developer, technical customer, general contractor
and all participants in the process. APC does not
provide an opportunity to consider the adopted
organizational and technological decision visually in
the space of the coordinate system (X, Y, Z). This fact
creates certain difficulties in considering it. The
development of computers makes it possible to
consider the adopted organizational and technological
decisions with reference to the 3D model of an object,
taking into account information about the equipment
and the cost of certain types of work (Talapov, V.,
2010; Kolosova, E., Sukhachev, K., 2011; Grachev,
V., Klimov, Yu., Lim, V., Zakharov, P., Belyaev, A.,
2006), while the computer may contain information
about the labour force, the materials used at certain
stages of the construction, cost rates, multiple
elements of economic visualization coefficients
(Kazaryan, R., Andreeva, P., Galaeva, N., 2020;
Kazaryan, R., Andreeva., P, Galaeva, N., 2020;
Kazaryan, R., Andreeva, P., 2020; Chulkov, V.,
Kazaryan, R., 2020; Chulkov, V., Kazaryan, R.,
Shatrova., A, 2020; Kazaryan, R. R., Khvan, V. A.,
Chulkov, V. O., 2018). Figure 1 shows a facility under
construction using a computer. It should be noted that
when creating a scale model that ensures the
functioning of the economic and visual model,
extended integration into the CAD system is required,
based on the element base of BIM standards (figure 2).
In addition to the above tasks, the computer
allows calculating and correct flaws in the APC,
establishing the most rational terms, taking into
account the arrangement of construction equipment,
schemes for the provision of equipment and
materials, visual analytics for comparing
organizational and technological solutions, search
and elimination of spatial, temporal and space-time
collisions [17].
Figure 3 shows the methodology for the
development of information models in order to
eliminate inconsistencies: project risks in the design
of COP, WPP, POW, and space-time collisions [7-
9,15-17].
3 RESULTS AND DISCUSSIONS
The first stage of the construction of a facility, which
determines the future characteristics of buildings and
structures, is the design process. At this stage, the
issues of functional purpose, durability, architectural
expressiveness, operational qualities of the object and
so on are solved. For the effective implementation of
the project, a rational approach to making
organizational and technological decisions is
required, the development of which is carried out
within the framework of the construction
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organization project (COP). It is important to note
that today it is impossible to build objects of increased
complexity without introducing computer aided
design systems (CAD) into the design process. The
functional purpose of CAD is increasing every year,
since it gets close attention of designers and software
developers. As a result of progressively developing
information modelling systems, the designers were
faced with the need to develop organizational and
technological solutions in a single information field.
This approach is not possible when using traditional
design methods in three-dimensional space.
Economic and visual modelling as a tool for
effectively implementing construction projects on the
territory of the Russian Federation has not been
widely used for certain reasons. At present,
experience has been accumulated in the use of
computers in the preparation of design estimates for
some companies.
Distinctive features include:
- lack of generation of economic benefits as the
main goal of activities;
- predominance of a non-market way of
organizing activities;
- production, distribution, and consumption of
public goods;
- lack/restriction of the ownership right to
property and other resources administered by a non-
profit institution, which are publicly owned and
controlled by the state authorities;
- ensuring an economic equilibrium between
demand and supply of public goods through state
mechanisms (social institutions, infrastructure, and
resources);
- the ability, within acceptable limits, to carry out
activities aimed at deriving additional economic
benefit while maintaining the objective functions of
the public goods distribution and achievement of
goals of the state in meeting social needs. One of such
projects is the object of using atomic energy in the
city of Dimitrovgrad (developer - JSC “SSC RIAR”).
A computer element base was formed for it. The
introduction of computers in the development of COP
provided an opportunity to identify and eliminate
design flaws. The results obtained in the process of
testing the computer at this facility are presented in
table 1 (Talapov, V., 2010; Kolosova, E., Sukhachev,
K., 2011; Grachev, V., Klimov, Yu., Lim, V.,
Zakharov, P., Belyaev, A., 2006; Balakina, A.,
Simankina, T., Lukinov, V., 2018; Boton, C.,
Kubicki, S., Sultanova, I., 2015).
Table 1: Results of applying the economic and visual
model.
Characteristics of
the tested object
Base values Values of
computer testing
Duration of
construction,
includin
g
:
55 months 50 months
- preparation
p
erio
d
5 months 6 months
- foundation
p
it 4 months 4 months
- construction of a
reactor block
excluding the
foundation pit
46 months 40 months
Construction cost 10.04 billion
roubles
8.37 billion
roubles
Based on the results of the adjustments made to
the design documentation, it was possible to reduce
the construction time, the deadline for the
construction of the reactor block, and the total cost of
the construction.
Figure 2: CAD systems supporting computer standards.
CAD system supporting computer standards
System complexes Grandsmeta, А0, etc.
Visual modeling system Synchro PRO
ERP-systems Galaxy, 1С
BIM
Autodesk, Bentley,
Intergraph, Aveva,
Dassault, etc.
Activity progress planning
systems
Oracle Primavera, MS
Project, etc.
Investment and financial analysis
system
Alt-invest, MS Excel,
etc.
A Systematic Approach to using the Potential of the Efficiency of the Economic and Visual Model in the Formation of Information
Modelling Systems
187
Figure 3: Method for the development and validation of 4D and 5D models.
As a result of the analytical study, the main
provisions regarding the development of project
documentation using the economic and visual model
were identified:
A computer can provide the ability to make
rational organizational and technological decisions in
the design of COP, WPP, POW;
A computer can provide the ability to
analyze the adopted organizational and technical
decision visually in space in the coordinate system
(X, Y, Z);
A computer can provide the ability to assess
the adopted organizational and technological
solutions with reference to the 3D model of an object,
taking into account information about the equipment
and the cost of certain types of work;
A computer can provide the ability to
generate information about labor resources, materials
used at certain stages of construction, cost prices,
numerous elements of the economic visualization
coefficients (Talapov, V., 2010; Kolosova, E.,
Sukhachev, K., 2011; Grachev, V., Klimov, Yu., Lim,
V., Zakharov, P., Belyaev, A., 2006; Balakina, A.,
Simankina, T., Lukinov, V., 2018; Boton, C.,
Kubicki, S., Halin, G., 2011; Sultanova, I., 2015).
4 CONCLUSIONS
1. A computer is a progressive method for the
development of construction management projects.
The methodology contains a specific algorithm that
allows using appropriate tools to effectively
implement construction projects.
2. A computer has certain disadvantages. The
main disadvantage is the costly restructuring of
companies (the need for a position - a system manager
to manage and coordinate processes in a single
environment in the CAD system, partial replacement
of working personnel for the effective
implementation of projects in the CAD system, loss
of personnel for a very significant period of time)
3. The greatest effect when using a computer is
achieved when designing standard facilities. The
efficiency of using computers in the construction of
unique facilities is currently economically
inexpedient
4. Russian construction companies are taking their
first steps. There is an experience in designing nuclear
power facilities, civil engineering, oil and gas
facilities. In western countries, computers were
introduced much earlier. Data provided by McGraw-
Hill Construction shows that in 2007, 26% of general
contractors used computers, and in 2012 - 71%.
5. Design with the use of economic and visual
modelling makes it possible to improve the quality of
decisions based on modelling development options
with an assessment of their cost and time
characteristics, to solve problems of assessing the
coefficients of economic visualization that are
optimal in terms of the efficiency of using the element
base in the interests of the developer, when
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implementing organizational and technological
solutions for the construction project of the facility
6. The net assets are formed as an increase of
economic benefits arising in the operation process, of
the result of changes in the value of assets. However,
disputable remains the question of recognition of
value of the investments of the owner directly in the
composition of net assets, which may be seized
without the consent of the institution at the time of
liquidation of the organization or other cases
stipulated by the law. However, as noted above, the
obligation arises only in relation to a physical object
in the volume and condition of wear on the liquidation
date. The amounts of accumulated depreciation and
residual value of this object does not, in our opinion,
reflect the true assessment of the property. As
depreciation, although they may be correlated with a
tendency of loss of physical and moral characteristics
by the object in some cases, as a whole, are
predominantly a tool to compare the income and
expenses of the organization and the resulting
residual value cannot give a reliable valuation of the
asset at the current date.
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Modelling Systems
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