CIVL 1101 ASCE Citation Requirements 1/5

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CIVL 1101 ASCE Citation Requirements 1/5 ASCE Requirements for Citations Fall 2011 All factual material that is not original with you must be accompanied by a reference to its source. ASCE books and journals prefer the author date system of referencing. This system has two parts, the text citation and the reference list. The text citation appears where the material to be cited is presented in the body of the report. The citation refers readers to a source in the reference list. Every reference must have a text citation and Every text citation must have a corresponding reference. The reference list is sorted alphabetically by the author s name and then year of publication. ASCE prefers text citation to be use the author-date method. List the last names of the authors, then the year of publication. The author-date formats are: one author (Smith 2004); two authors (Smith and Jones 2004); and three or more authors (Smith et al. 2004). In most text citations, the author and date appear in parentheses with no comma between them. One recent report (Carson 2006) finds evidence that

CIVL 1101 ASCE Citation Requirements 2/5 In most text citations, the author and date appear in parentheses with no comma between them. yielded d varying results (Jones 2005; Marks and Smith 2004). For text citations when the researcher s name is part of the sentence, the last name does not need to be repeated. Recent data (Smith et al. 2006) indicates that steam curing is For text citations by the same author(s) published in the same year are designated with lowercase letters: 2004a, 2004b. The results of numerous studies (Smith et al. 2006a, 2006b) show the effects of water on The reference list listing all the text citations appears at the end of the paper. Prepare a reference section listing all references alphabetically by last name of the first author. For anonymous reports and standards, alphabetize by the issuing institution. References begin with the names of the author(s), last name first for all authors, followed by the year of publication in parentheses. References begin with the names of the author(s), last name first for all authors, followed by the year of publication in parentheses. Feld, J. and Carper, K. (1997). Construction Failure, 2 nd Ed., Wiley, New York. Zhang, H. M. (2000). Phase transitions in nonequilibrium traffic theory. J. Transp. Engrg., gg, ASCE, 126(1), 1-12.

CIVL 1101 ASCE Citation Requirements 3/5 Books Books Feld, J. and Carper, K. (1997). Construction Failure, 2 nd Ed., Wiley, New York. Publisher Title Feld, J. and Carper, K. (1997). Construction Failure, 2 nd Ed., Wiley, New York. Publisher Title Book references must include author, book title, publisher, and the publisher s location. If a specific chapter is being used, list the chapter title and inclusive page numbers. Reports Same as for books. For reports authored by institutions, spell out institution s name first and then followed by the initialism or acronym in parentheses, if applicable. Reports If subsequent references were also authored by that same institution, use only the initialism or acronym. For reports authored by persons, include the full institution name no acronym and its location. Journals Conference Proceedings and Symposia King, S. and Delatte, N. J. (2004). Collapse of 2000 Commonwealth Avenue: Punching shear case study. J. Perf. Constr. Facil., 18(1), 54-61. Volume (Number) Page numbers Double-check the year, journal title, volume and issue numbers, and page numbers. Fwa, T. F., Liu, S. B., and Teng, K. J. (2004). Airport pavement condition rating and maintenance-needs assessment using fuzzy logic. Proc., Airport Pavements: Challenges and New Technologies, ASCE, Reston, Va., 29-38. Page numbers Organization, Location Include the sponsor of the conference or publisher of the proceedings, and that entity s location; city and state or city and country.

CIVL 1101 ASCE Citation Requirements 4/5 Web Pages and On-line Material Web Pages and On-line Material Burka, L. P. (2002). A hypertext history of multiuser dimensions. MUD history, <http://www.ccs.neu.edu> (Dec. 5, 2003). Date accessed Web Address Include an author if possible, a copyright date, title of page, the Web address, and the date the material was accessed or downloaded (in parentheses at the end). Product overview. (1999). <http://insite.bidcom.com.html/overview.html> (Feb. 3, 2000). Include an author if possible, a copyright date, title of page, the Web address, and the date the material was accessed or downloaded (in parentheses at the end). Technical Manuals Organization American Concrete Institute (1999). Building Code Requirements for Structural Concrete (ACI 318 99) and Commentary. Manual Title ABAQUS user s manual version5.6 (1996). Hibbit, Karlssson & Sorenson, Pawtucket, R.I. Agarwal, V. C. and Mishra, R. (2000). Discussion of Design of pipelines to transport neutrally buoyant capsules. By Prabhata K. Swarneee. J. Hydr. Engrg., ASCE, 126(1), 91-92. American Society for Testing and Materials (ASTM). (1997), Standard test method for electrical indication of concrete s ability to resist chloride ion penetration. ti C 1202-97, West Conshohocken, Pa. Bazant, Z. P. and Novak, D. (2000a). Probabilistic nonlocal theory for quasibrittle fracture initiation and size effect. I: Theory. J. Engrg. Mech., ASCE, 126(2), 166-174. Bazant, Z. P. and Novak, D. (2000b). Probabilistic nonlocal theory for quasibrittle fracture initiation and size effect. III: Theory. J. Engrg. Mech., ASCE, 126(2), 175-185. Duvant, G. and Linons, J. L. (1972). Les inequations en mechanique et en physique. Dunod, Paris (in French). Eshenaur, S. R., Kulicki, J. M., and Mertz, D. R. (1991). Retrofitting distortion-induced fatigue cracking of non-composite steel girderfloorbeam-stringer bridges. Proc., 8 th Annu. Int. Bridge Conf., Engineers Society of Western Pennsylvania, Pittsburgh, 280-288. Factory liability limits backed. (2000). Washington Post, Feb. 3, A7. Federal Highway Administration (FHWA). (1995). Fly ash facts for highway engineers. Rep. No. FHWA-SA-94-081. Washington, D.C. Federal Register. (1968). 33(No. 146: July 27), 10756. Hordijk, odj D. A. (1991). Local Approach to fatigue of concrete. c e PhD thesis, Div. of Struct. Engrg., Luleå University of Technology, Luleå, Sweden. International Conference of Building Officials (ICBO). (1997). Uniform building code. Whittier, Calif.

CIVL 1101 ASCE Citation Requirements 5/5 Melan, J. (1913). Theory of arches and suspension bridges, D. B. Steinman, translator, Myron C. Clark, Chicago. Merifield, R. S., Sloan, S. W., and Yu, H. S. (1999). Rigorous plasticity solutions for the bearing capacity of two-layered clays. Geotechnique, London, 49(4), 471-490. Product overview. (1999). <http://insite.bidcom.com.html/overview.html> (Feb. 3, 2000). Kosmatka, S. H. and Wilson, M. L. (2011). Design and Control of Concrete Mixtures, 15th Ed., Portland Cement Association, Skokie, IL. Federal Highway Administration (FHWA). (2005). Silica Fume User s Manual. Rep. No. FHWA-IF-05-016. Washington, D.C. Holland, T.C. (2005). Silica Fume User s Manual, U.S. Department of Transportation, Report FHWA-IF-05-016. Washington, D.C. U.S. Department of Agriculture (USDA). (1995). Soil survey of Acadia Parish, Louisiana. Soil Conservation Service, Washington, D.C. End of Question?