Title of the paper for
V International Scientific and Technical Conference
«The Metalwork in Civil Engineering: State-of-the-Art and Perspectives»
1
First Author1, Second Author 2
Ukrainian Research and Design Institute of Steel Constructions, Ukraine,
Vyzvolyteliv Ave., 1, Kyiv-02, 02660
e-mail: niipsk@webber.kiev.ua
2
National Aviation University, Ukraine
Komarova Ave., 1, Kyiv-58, 03058
e-mail: icbmc@urdіsc.com.ua
Key words: within 10 words.
Abstract. Within 100 words.
.
The text of papers should be printed by type Tіmes
New Roman 11 points, using editor Mіcrosoft Word,
розташовуючи його in two columns with columns
width 8,5 cm, distance between columns is 0,5 cm.
The upper, lower and right margin – 1,5 cm, left – 2,0
cm. Interline space is – 1.
The formulae should be set up in supplement Word –
Міcrosoft Equatіon with sizes as on fig. 1.
Fig. 1. The sizes of formulae
The drawings, figures, photo illustrations should be
inserted into the text and delivered additionally in the
form of individual files with extension .tiff або .jpeg.
The drawings, figures, photo illustrations should be
provided with brief text below figures, principal
explanations are to be contributed to the paper text.
The captions which become understanding of
illustrations more complicated should be substituted
by digital or letter indications with explanations in the
text. The illustrations must have resolution 300 dpi
and scale 1:1.
The Tables are in editor Mіcrosoft Word. Each table
must have heading to be located above the text and
should be aligned in the middle of the table. Heading
and word “Table” must begin from capital letter.
Word “Table” should be aligned by the right end of
the table.
Table 1
Heading of the table
The list of used references should be executed
according to example:

for books:
Alexandrov A., Brukker L., Kurshin L., Prusakov A..
Calculation of three-layer panels. - М.: Oborongiz,
1960. – 270 p.

for journals: Baldin V., Sheinfeld N.
Application of tubular structures made of highstrength steel used in floors // Metallic constructions
– М.: Stroiizdat, 1966. – P. 50-63.

for collection of the papers: Filin A.
Problems in the use of modern computer-assisted
facilities in structural mechanics // Proceedings of the
I All-Union Conference on computer technologies
application in structural mechanics. – М., 1966. – Vol.
11. – P. 9-14.

for abstracts: Markov A. Bending of nonuniform sector-type plates // Combined problems in
mechanics of solid body under deformation: Abstracts of
the papers, presented at III All-Union Conference.
(Kharkov, June 3-5, 1986). – Kharkov, 1986. – P. 21-22.
References to appropriate sources, located at the list
should be submitted in the text within square brackets.
Sample of the paper preparation
New trends in design and construction of public-purpose civil buildings
and engineering structures with metalwork application
A. Shimanovsky, V. Gordeyev, A. Ogloblya
Ukrainian Research and Design Institute of Steel Constructions, Ukraine,
Vyzvolyteliv Ave., 1, Kyiv-02, 02660
e-mail: niipsk@webber.kiev.ua
Key words: To design construction of bridges, trade and exhibition centers, tanks, industrial buildings, tower
and mast installations, multi-storey buildings as well as sporting facilities were highlighted.
Abstract. The paper deals with the main trends in the development of metal civil engineering in Ukraine. The
problems related with construction of bridges, trade and exhibition centers, tanks, industrial buildings, tower
and mast installations, multi-storey buildings as well as sporting facilities were highlighted.
The requirements as to reliable operation and
environmental safety of the petroleum storage tanks
are problems of great concern for designers,
manufacturers, assembly personnel and organizations,
which deals with operation matters. The tank of
75000 m3 capacity for linear production-and-control
station “Brody” (fig. 1) has been designed and built in
Ukraine.
For example, it appeared, that relative number of the
trusses with defects and damages insignificantly varies
in different branches of industry (table 1) so, during
elaboration of unified technical recommendations there
is no sense to apply branch approach.
Table 1
Indicators of damages in trusses at different branches
of industry
Q-ty
of
project
s
Branch
Fig. 1. Tank of 75 000 m3 capacity in Brody city
* * *
The equilibrium of the outer layers in a system of
curvilinear coordinates х1, х2 may be expressed by the
following equation


 aT s
 aq  0 ,
s
x

 
 aM s
 T 3  e3  a  0 ,
(1)
s
x


where T s  T s e* covariant vectors of internal forces



 

with components T s , which are tangential forces T st

and shearing forces T s 3 ; M s – is contra-variant

vector of internal moments; e* – vectors of principal
local basis of deformed coordinate surface.
Hereinafter in this paper Greek indices accept values
1,2,3, and Latin – 1,2.
* * *
Machine building
Non-ferrous
metallurgy
Ferrous metallurgy
Ship building
Power engineering
Total
Trusses number
with defects
and damages
total
pcs.
%
15
1074
419
39,0
18
1170
463
39,6
4
6
3
46
336
243
262
3085
117
101
84
1184
34,8
41,5
32,1
38,4
* * *
List of reference
1. Alexandrov A., Brukker L., Kurshin L., Prusakov
A.. Calculation of three-layer panels. - М.:
Oborongiz, 1960. – 270 p.
2. Baldin V., Sheinfeld N. Application of tubular
structures made of high-strength steel used in
floors // Metallic constructions – М.: Stroiizdat,
1966. – Vol. 11. – P. 50-63.
3. Filin A. Problems in the use of modern computerassisted facilities in structural mechanics //
Proceedings of the I All-Union Conference on
computer technologies application in structural
mechanics. – М., 1966. – Vol. 11. – P. 9-14.