Sample Template Abstract (please download File)....
(Number of Pages used : 3 to 6 nos)

Please conform to the following guidelines:

Line space: 1.0(For whole the paper)
Page Size: A4 (For whole the paper)
Margin: Normal (For whole the paper)

Paper Title (Font size 20 Bold, Times New Roman)

First Author1, Second Author2, Thrid Author3 (Font size 11 Bold, Times New Roman)

1(Department Name of Organization, Name of Organization, City Postcode, Country Name (First Author Affiliation) (Font size 09, Times New Roman)
2(Department Name of Organization, Name of Organization, City Postcode, Country Name (First Author Affiliation) (Font size 09, Times New Roman)

3(Department Name of Organization, Name of Organization, City Postcode, Country Name (First Author Affiliation) (Font size 09, Times New Roman)

ABSTRACT (Font size 12 Bold, Times New Roman):

The abstract should summarize the content of the paper. Try to keep the abstract below 200 words. Do not make references nor display equations in the abstract. (10 Times New Roman)

Keywords (Font size 12 Bold) - About five key words in alphabetical order, separated by comma (Font size 10, Times New Roman)


The introduction of the paper should explain the nature of the problem, previous work, purpose, and the contribution of the paper. The contents of each section may be provided to understand easily about the paper. (10 Times New Roman)


The headings and subheadings, starting with "1. Introduction", appears in upper and lower case letters and should be set in bold and aligned flush left. All headings from the Introduction to Acknowledgements are numbered sequentially using 1, 2, 3, etc. Subheadings are numbered 1.1, 1.2, etc. If a subsection must be further divided, the numbers 1.1.1, 1.1.2, etc. The font size for heading is 11 points bold face and subsections with 10 points and not bold. Do not underline any of the headings, or add dashes, colons, etc. (Font size 10 Times New Roman)


The first paragraph under each heading or subheading should be flush left, and subsequent paragraphs should have a five-space indentation. A colon is inserted before an equation is presented, but there is no punctuation following the equation. All equations are numbered and referred to in the text solely by a number enclosed in a round bracket (i.e., (3) reads as "equation 3"). Ensure that any miscellaneous numbering system you use in your paper cannot be confused with a reference [4] or an equation (3) designation. (Font size 10, Times New Roman)


To ensure a high-quality product, diagrams and lettering MUST be either computer-drafted or drawn using India ink. Figure captions appear below the figure, are flush left, and are in lower case letters. When referring to a figure in the body of the text, the abbreviation "Fig." is used. Figures should be numbered in the order they appear in the text. Table captions appear centered above the table in upper and lower case letters. When referring to a table in the text, no abbreviation is used and "Table" is capitalized.( Font size 8, Times New Roman)


A conclusion section must be included and should indicate clearly the advantages, limitations, and possible applications of the paper. Although a conclusion may review the main points of the paper, do not replicate the abstract as the conclusion. A conclusion might elaborate on the importance of the work or suggest applications and extensions. (Font size 10, Times New Roman)

VI. Acknowledgements (14, Times New Roman, Bold)

An acknowledgement section may be presented after the conclusion, if desired (Font size 10, Times New Roman)


This heading is not assigned a number. A reference list MUST be included using the following information as a guide. Only cited text references are included. Each reference is referred to in the text by a number enclosed in a square bracket (i.e., [3]). References must be numbered and ordered according to where they are first mentioned in the paper, NOT alphabetically.

Examples follow:

Journal Papers:

[1] S. M. Metev and V. P. Veiko, Laser Assisted Microtechnology, 2nd ed., R. M. Osgood, Jr., Ed. Berlin, Germany: Springer-Verlag, 1998. (10, Times New Roman)
[2] J. Breckling, Ed., The Analysis of Directional Time Series: Applications to Wind Speed and Direction, ser. Lecture Notes in Statistics. Berlin, Germany: Springer, 1989, vol. 61.(10, Times New Roman)
[4] M. Wegmuller, J. P. von der Weid, P. Oberson, and N. Gisin, “High resolution fiber distributed measurements with coherent OFDR,” in Proc. ECOC’00, 2000, paper 11.3.4, p. 109.(10, Times New Roman)
[5]R. E. Sorace, V. S. Reinhardt, and S. A. Vaughn, “High-speed digital-to-RF converter,” U.S. Patent 5 668 842, Sept. 16, 1997.(10, Times New Roman)
[6]M. Shell. (2002) IEEEtran homepage on CTAN. [Online]. Available:, Times New Roman)
[7]FLEXChip Signal Processor (MC68175/D), Motorola, 1996.(10, Times New Roman)
[8]“PDCA12-70 data sheet,” Opto Speed SA, Mezzovico, Switzerland.(10, Times New Roman)
[9]A. Karnik, “Performance of TCP congestion control with rate feedback: TCP/ABR and rate adaptive TCP/IP,” M. Eng. thesis, Indian Institute of Science, Bangalore, India, Jan. 1999.(10, Times New Roman)
[10]J. Padhye, V. Firoiu, and D. Towsley, “A stochastic model of TCP Reno congestion avoidance and control,” Univ. of Massachusetts, Amherst, MA, CMPSCI Tech. Rep. 99-02, 1999(10, Times New Roman)
[11]Matlock, H., and Reese, L.C., 1960, Generalized solutions for laterally loaded piles., Journal of Soil Mechanics and Foundation, 86(5), 63–91(10, Times New Roman)
[12]Nayak, G. C., and Zienkiewicz, O. C., 1972, Convenient forms of stress invariants for plasticity, Proc. ASCE, 98(4), 949-953.(10, Times New Roman)
[13]Noorzaei, J., Viladkar, M. N., Godbole, P. N., 1995, Influence of strain hardening on soil-structure interaction of framed structures, Computers & Structures, 55(5), 789-795.(10, Times New Roman)
[14]Owen, D. R. J., and Hinton, E., 1980, Finite elements in plasticity-theory and practice, Pineridge Press, Swansea.(10, Times New Roman)
[15]Pise, P. J., 1982, Laterally loaded piles in a two-layer soil system., J. Geotech. Engrg. Div., 108(9), 1177–1181.(10, Times New Roman)
[16]Poulos, H. G., 1971, Behavior of laterally loaded piles-I: Single piles., J. Soil Mech. and Found. Div., 97(5), 711–731.(10, Times New Roman)
[17]Reese, L. C., and Matlock, H., 1956, Non-dimensional solutions for laterally loaded piles with soil modulus assumed proportional to depth., Proc., 8th Texas Conf. on Soil Mechanics and Foundation Engineering, Austin, Texas, 1–23(10, Times New Roman)
[18]Reese, L. C., and Welch, R. C., 1975, Lateral loading of deep foundations in stiff clay., J. Geotech. Engrg. Div., 101(7), 633–649.(10, Times New Roman)