8th International Symposium on Steel Structures, November 5-7, 2015, Jeju, Korea
Guidelines for Preparation of Paper Manuscripts (Times New Roman, 12 Point, Bold)
TaeSoo Kim1*, KangMin Lee2, and KyungJae Shin3
1*
Department of Architectural Engineering, Hanbat National University, Daejeon, Korea. tskim@hanbat.ac.kr
(corresponding author)
2
Department of Architectural Engineering, Chungnam National University, Daejeon, Korea. leekm@cnu.ac.kr
3
School of Architecture & Architectural Engineering, Kyungpook National University, Daegu, Korea. shin@knu.ac.kr
Abstract (Times New Roman, 10 Point, Bold)
This guideline is a typing sample of short paper manuscripts. The manuscripts should be prepared in such a way that they
are directly suited for photo-offset reproduction. Please follow the instruction to insure the uniformity in appearance of the
papers in the Symposium Proceedings. (Times New Roman, 10 Point)
Keywords: FEM, Connections, Stiffness (Three to five key words typed here, Times New Roman, 10 Point, Bold)
(1 empty line)
authors. The affiliation(s) should be centered and typed
1. Introduction (Times New Roman, 10 Point, Bold)
The length of each manuscript of the paper should be 2
with 10-point plane typeface.
pages. It is advised to utilize the full space allocated for
each paper. The manuscript must be typed on A4 sheets
2.4. Abstract
(length: 297mm; width: 210mm). The left and right
Try to keep the abstract within 10 lines. Do not have
margins should be 20mm, the top and bottom margins are
references or displayed equations in the abstract. There
25mm and 30mm, respectively. The typing area of each
should be one empty line between the abstract and the
page is 242x170mm (9.63x6.69inch). All text and artwork
affiliation(s) of author(s).
(including figure captions) should fall within this area. Do
not leave any unnecessary space. The page number should
2.5. Key words
not be typed. The SI system of units should be used in the
The key words are necessary for each paper. Try to keep
paper. Please note that the final electronic document file
the number of key words within five. There is one empty
in MS-word format has to be e-mailed to
line below the key words.
ISSS-2015@mail.kssc.or.kr. (Times New Roman, 10 Point)
2.6. Heading
2. Typing (Times New Roman, 10 Point, Bold)
The main headings should be numbered as 1., 2., 3., and
Please use a LASER or LETTER-QUALITY printer and
typed in upper and lower case with 10-point bold typeface
avoid using a dot matrix printer, if possible. The text
and start from left end of the line. A main heading should
should be typed in BLACK color, and typed using Times
have one line space above it. The secondary headings, if
Roman, or, if not possible, a similar font. The use of
necessary, should be typed in upper and lower case with
10-point font and single line space for main text of paper
10 point normal typeface. The secondary headings should
is strongly recommended. Type the title on the top of the
be numbered as 1.1, 1.2, 1.3. There is one line space
first page. There is one empty line space between the title
above the secondary heading but no space below it.
of paper and the author(s), one empty line between the
author(s) and the affiliation(s) of author(s), and one empty
2.7. Equation
line space above the main headings. Do not leave empty
All equations must be set or clearly typed and
line space between two paragraphs.
consecutively numbered. Refer to equations in the text as
(1 empty line)
Eq.(1), Eq.(2). All equations should be centered.
2.1. Title (Times New Roman, 10 Point)
Displayed equations should be numbered simply as (1),
The title of the paper should be typed in upper and lower
(2), (3). The numbers should appear at the extreme right
case with 12 point bold typeface. The title should be
of the line in parentheses.
centered. (Times New Roman, 10 Point)
i
(1)
g k ( X )  ka  1  0 k  1, M i  1, N L
k
2.2. Author's Name
Type the author's name(s) with 10-point bold typeface and
in the order of first, middle and last name. There is one
2.8. Tables and Figures
empty line above and below the name(s) of the author(s).
Tables and figures should be consecutively numbered.
The author's name(s) should be centered
Place table titles above the tables and figure captions
below the figures. Allow one line space between the table
2.3. Affiliation
and its title and between the figure and its caption. Allow
The affiliation(s) of the author(s) (including city, country
one line of space between the table or figure and the
and email address) should be typed below the list of
adjacent text. Table(s) should be Three-line table(s).
(1 empty line)
Construction, Korea, pp. 919-924. (Proceedings: Times
New Roman, 10 Point)
Somerville, P., Smith, N., Punyamurthula, S., and Sun, J.
(1997). Development of ground motion time histories
for phase 2 of the FEMA/SAC steel project. Report No.
SAC/BD-97/04, SAC Joint Venture, Sacramento, Calif.,
USA. (Report: Times New Roman, 10 Point)
(1 empty line)
Figure 1. Sensitivity coefficients and displacement
participation factors (Times New Roman, 10 Point)
(1 empty line)
Table 1. Load conditions for example 1 (Times New
Roman, 10 Point)
Loading Loaded
Loads (kN)
condition
node
X
Y
Z
Actual load
1
1.0
10.0
2
0.0
10.0
3
0.5
0.0
6
0.5
0.0
Unit load
2
1.0
0.0
(1 empty line)
-5.0
-5.0
0.0
0.0
0.0
3. Conclusions (Times New Roman, 10 Point, Bold)
Conclusion are written in this area. (Times New Roman, 10
Point)
4. References (Times New Roman, 10 Point, Bold)
References should be cited in the text by listing the last
names of the authors and the year, which is called the
author-date method of citation; e.g., (Fisher and Wright,
2001). Prepare an appendix listing all references
alphabetically by the last name of the first author
according to the following examples. (Times New Roman,
10 Point)
Lee, S. H., Shin, K. J., Lee, H. D., and Kim, W. B. (2012).
“Test and analysis on the longitudinal gusset plate
connection to circular hollow section (CHS) of high
strength.” Journal of Korean Society of Steel
Construction, 24(1), pp. 35-46 (in Korean). (Journal:
Times New Roman, 10 Point)
Chen, W. F. and Atsuta, T. (1976). Theory of
Beam-columns. Vol. 1, McGraw-Hill Book Co., Inc.,
New York, N.Y., USA. (Book: Times New Roman, 10
Point)
Kim, Y. J. (1998). “Seismic resistance characteristics of
beam-column connections.” Proc. 5th Pacific
Structural Steel Conf., Vol. 1, Korean Society of Steel