This policy sets forth the criteria for selection, evaluation, and publication of material in SCI publications.
SCI Technical publications
There is no limitation for the length of the Technical report. The report must be related to Concrete area and all the text must be referenced carefully. If the reviewers of SCI Technical report found your work enough good to be published by SCI, we will send you a copyright form and after that we will publish your work online.
The length of the SCI Journal Paper is limited to 12 pages.
Structure of Journal Paper:
Title, Authors, Abstract, Keywords, Main text, Acknowledgments, Appendix, References
Use double spacing and wide (3 cm) margins. Ensure that each new paragraph is clearly indicated. Present tables and figure legends on separate pages at the end of the manuscript. Number all pages consecutively, use 12 or 10 pt font size and standard fonts.
Clearly indicate who is responsible for correspondence at all stages of refereeing and publication, including post-publication. Ensure that telephone and fax numbers (with country and area code) are provided in addition to the e-mail address and the complete postal address. Full postal addresses must be given for all co-authors.
A self-contained abstract (approximately 100 words) outlining in a single paragraph the aims, scope and conclusions of the paper must be supplied.
Immediately after the abstract, provide a maximum of ten keywords (avoid, for example, ‘and’, ‘of’). Be sparing with abbreviations: only abbreviations firmly established in the field may be eligible.
Follow internationally accepted rules and conventions: use the international system of units (SI). If other quantities are mentioned, give their equivalent in SI.
All publications cited in the text should be presented in a list of references following the text of the manuscript.
 Thomas K. Masonry walls. Rain penetration, dampness and remedial measures. Oxford: Butterworth-Heinemann Ltd, 1996. p. 144-159.
 Mukhopadhyaya P, Swamy RN, Lynsdale CJ. Influence of aggressive exposure conditions on the behaviour of adhesive bonded concrete- GFRP joints. Constr Build Mater 1998;12(8):427-446.
 Swamy RN, Mukhopadhyaya P. Role and effectiveness of non-metallic plates in strengthening and upgrading concrete structures. In: Taerwe L, editor. Non-metallic (FRP) reinforcement for concrete structures. London: E and FN Spon, 1995. p. 473-482.
 Green MF, Soudki KA. FRP strengthened concrete structures in cold regions. In: Meier U, Betti R, editors. Proceedings of International Conference on Recent Advances in Bridge Engineering – Advanced Rehabilitation. Switzerland: W-EMPA Dudendorf, 1997. p. 219-226.
 A. Rajasekar, Semantics for logic programs, Ph.D. Thesis, Department of Computer Science, University of Maryland, 1989.
Copyright release for all individually authored manuscripts published in the SCI Journal, the SCI technical report shall be signed by all authors and transferred to and held by SCI before publication. The copyright agreement includes, but is not limited to, the right to publish the manuscript, to reproduce it, and to disseminate it, either alone or collectively with other works. The authors reserve all proprietary rights other than copyright such as patent rights and the right to use all or part of the article in future works of their own such as lectures, reviews, personal websites, and textbooks.
If your documents under any other name published with us was accidental, please inform us in advance to delete the documents.