6th China-Japan-Korea Joint Symposium on Optimization of Structural and Mechanical Systems
June 22–25, 2010, Kyoto, Japan
Guidelines for Preparation of Full Paper (Times New Roman, 12 Point, Bold)
(1 empty line)
Taro Kyoto1, Hanako Kanazawa2
(11 Point, Times New Roman, Upper and Lower Case, Bold, Centered)
(1 empty line)
1
ABC University, …
2
DEF Inc., …
(Affiliation of author(s) including city, country and e-mail address)
(1 empty line)
Abstract
Please follow the instruction to ensure the uniformity in appearance of the papers in the Symposium Proceedings.
(1 empty line)
Keywords: Three to five keywords should be typed here in italic separated by commas.
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1. Introduction
Full Papers will be published in the CD-ROM Electronic Proceedings, available at the Symposium. The full paper
between two and ten pages must be submitted as e-mail attachment to dsd-cjkosm6@jsme.or.jp no later than April 15,
2010.
The manuscript must be typed on A4 sheets (height: 297mm; width: 210mm). The left and right margins should be
20mm, the top and bottom margins should be 25mm and 30mm, respectively. The typing area of each page is
242x170mm (9.63x6.69inch).
2. Typing Instruction
The text should be typed in black color, and typed using Times New Roman, or, if not possible, a similar font. The use of
10-point font and single line space for main text of paper is mandatory. Type the title on the top of the first page. There is
one empty line space between the title of paper and the author(s), one empty line between the author(s) and the
affiliation(s) of author(s), and one empty line space above the main headings. Do not leave empty line space between the
paragraphs.
2.1. Title
The title of the paper should be typed in upper and lower cases with 12 point boldface. The title should be centered.
2.2. Author's Name
Type the author's name(s) with 11-point boldface and in the order of first, middle and last name. There is one empty line
above and below the name(s) of the author(s). The author's name(s) should be centered. Presenter’s name should be
underlined.
2.3. Affiliation
The affiliation(s) of the author(s) (including city, country and e-mail address) should be typed below the list of authors.
The affiliation(s) should be centered and typed with 11-point plane typeface.
2.4. Abstract
Do not have references or displayed equations in the abstract. There are one empty line between the abstract and the
affiliation(s) of author(s).
2.5. Keywords
The keywords are necessary for each paper, and typed in italic. Try to keep the number of keywords between three and
five. There is one empty line below the keywords.
2.6. Heading
The main headings should be numbered as 1., 2., 3., and typed in upper and lower cases with 10-point boldface and start
from left end of the line. A main heading should have one line space above it but no space below it. The secondary
headings, if necessary, should be typed in upper and lower cases with 10 point plane typeface. The secondary headings
should be numbered as 1.1, 1.2, 1.3. There is one line space above the secondary heading but no space below it.
2.7. Equation
All equations must be clearly typed and consecutively numbered. Refer to equations in the text as Eq.(1), Eq.(2). All
equations should be centered. Displayed equations should be numbered simply as (1), (2), (3). The numbers should appear
at the extreme right of the line in parentheses.
1 p
n


F ( X 2 ) xi ,2 i pi
(1)
H  2 F ( X 1 )  F ( X 2 )  
( xi ,1 xip, 2i )

x
p


i 1
i
i
2.8. Tables and Figures
Tables and figures should be consecutively numbered. Place table titles above the tables and figure captions below the
figures. Allow one line space between the table and its title and between the figure and its caption. Allow one lines of
space between the table or figure and the adjacent text. Table(s) should three-line table. Refer to tables and figures in the
main text as Table X and Fig. X, respectively.
500
4 34 M pa
400
2 48 .6 M pa
300
8 5.9 M pa
200
100
0
Circumferential
Stres s /Mpa
0
2
4
6
8
10
12
Number of la yers
Figure 1. Circumferential stress
Table 1. Material properties
T / mm
10
20
30
40

-0.3038
-0.9977
-2.4270
-5.1850
Fraction
0.1458
0.2848
0.2848
0.5696
E1 /MPA
7087.03
14462.00
22456.00
31842.00
E2/MPA
103.81
645.08
1905.70
3955.00
G12 / MPA
41.3
275.96
934.38
2306.10
References
References should be listed at the end of the paper and consecutively numbered. Refer to references in the text with
reference number in brackets as [1]. Style the reference list according to the following examples. Abbreviate journal titles
according to standard forms.
1. Y. Kanno and M. Ohsaki, Minimum principle of complementary energy for nonlinear elastic cable networks with
geometrical nonlinearity, J. Opt. Theory and Appl., Vol. 126(3), pp. 617-641, 2005.
2. O.C. Zienkiewicz, The Finite Element Method. 3rd ed., McGraw-Hill, New York, 1977.
3. Y.X. Gu and G.D. Cheng, Topology optimization of truss structures with stress and buckling constraints, Proc. of
APCAM 93, Sydney, pp. 917-921, 1993.