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Bridge Pin & Hanger Bibliography

Updated by Jane Bradbury, ITI Knowledge Services

Based on subject search of Northwestern University online resources--NUCAT, Compendex, Transport and TRIS Online


Anonymous. 1982. Independent report issued on Indiana bridge collapse. Better roads 52(12):22-23.

Anonymous. 1987. DOTs inspect to save bridges. Better roads 57(11):17-23.

Anonymous. 1988. How 10 bridge design/engineering problems were solved. Better roads 58(5):26-33.

Anonymous. 1988. Investigation of bridge pin failures. -- Washington, DC : U.S. Federal Highway Administration. Report no. FHWA/MO/87-1

Anonymous. 1989. Non-destructive bridge pin testing. Public works 120(1):68-69+.

Anonymous. 1992. Analysis, inspection, and repair methods for pin connections on Illinois bridges. IL : Illinois Dept. of Transportation, Bureau of Materials and Physical Research. Report no. FHWA-IL-PR-107

Anonymous. 1994. Bridge to hinge on stainless steel pins. Machine design 66(2):24+.

Anonymous. 1994. Stainless replaces low-alloy steel in bridge pins. Advanced materials and processes 145(1):9.

Anonymous. 1994. Upgrading and recycling of pin-connected truss bridge by pin replacement. Transportation research record 1465:16-31.

Askeland, D.R., F. Kislinger and R.V. Wolf. 1987. Final report to Missouri Highway and Transportation Commission on investigation of bridge pin failures. -- Rolla, MO : University of Missouri Department of Metallurgical Engineering.

Bakht, Baidar and Leslie G. Jaeger. 1987. Behaviour and evaluation of pin-connected steel truss bridges. Canadian journal of civil engineering 14(3):327-335.

Bartenstein, T., D. Heaberlin, L. Huisman, D. Sliwinski. 2001. Diagnosing combinational logic designs using the single location at-a-time (SLAT) paradigm. IEEE international test conference: 287-296.

Bielenberg, B.W., R.K. Faller, J.D. Reid, J.R. Rohde and D.L. Sicking. 2003. Design and testing of tie-down systems for temporary barriers. Transportation research record. Report no. 185.

Bondi, Robert W. 1985. Pin replacement on a 100-year-old Whipple truss bridge. In : Official Proceedings - 2nd Annual International Bridge Conference, Pittsburgh, PA, 17-19 June 1985, 218-223. -- Pittsburgh, PA : Engineers' Society of Western Pennsylvania.

Carroll, Frank L., Fred A. Martin and Steven A. McDonald. 1988. Bridge inspection procedure to check the integrity of pins in a pin and hanger strap connection. Transportation research record 1184:1-4.

Chang, P., A.P. Mouritz and B.N. Cox. 2004. Tensile fatigue properties of z-pinned carbon/epoxy composite. International SAMPE Technical Conference, SAMPE 2004: 1029-1040.

Chen, S.E., S. Aluri, R. Kalluri, H. Gangaroa. 2000. Damage detection on miniature AVLB bridge models. Proceedings of SPIE: The International Society for Optical Engineering, 4062:1590-1596.

Cho, H.N., J.K. Lim and H.H. Choi. 2001. Reliability-based fatigue failure analysis for causes assessment of a collapsed steel truss bridge. Engineering failure analysis 8(4):311-324.

Christie, S. and J.M. Kulicki. 1991. New support for pin-hanger bridges. Civil engineering 61(2):62-64.

Clark , V., C.S. Hehman, D. Gallagher, M.G. Lozev and P.A. Fuchs. 1998. Ultrasonic measurement of stress in pin and hanger connections. Proceedings of SPIE: The International Society for Optical Engineering, 3400:176-187.

Cox, B.N. and R. Massabo. 2000. Towards standardization for through-thickness reinforcement of laminates. Proceedings of the International SAMPE Symposium and Exhibition, 45(II): 1526-1537.

Cullimore, M.S.G. and D. Webber. 2000. Analysis of heavy girder bridge fatigue failures. Engineering failure analysis 7(3):145-168.

Darwin, D., J. Browning and W.D. Lindquist. 2003. Control of cracking in bridge decks: observations from the field. Cement, concrete and aggregates, 26(2).

Dicker, D. 1971. Point Pleasant bridge collapse mechanism analyzed. Civil engineering 41(7):61-66.

El-Khoury, A., G. Washer, and T.A. Weigel. 1996. Finite element modeling of a pin hanger connection. In : Structural Materials Technology--an NDT Conference : February 20-23, 1996, San Diego, California / edited by Paul E. Hartbower, Philip J. Stolarski. Lancaster, PA : Technomic Publishing Co., pp. 284-289.

Fish, Philip E. 1995. NDT applications in a successful fracture critical bridge inspection program and anchor bolt inspection program. In : Nondestructive Evaluation of Aging Bridges and Highways : Proceedings of SPIE - The International Society for Optical Engineering 2456:149-165. -- Bellingham, WA : SPIE.

Gessel, R.D. and R.A.Walther. 1996. Ultrasonic inspection of bridge pin and hanger assemblies. In : Structural Materials Technology--an NDT Conference : February 20-23, 1996, San Diego, California / edited by Paul E. Hartbower, Philip J. Stolarski. Lancaster, PA : Technomic Publishing Co., pp. 28-33.

Graybeal, B.A., R.A. Walther and G.A. Washer. 2000. Ultrasonic inspection of bridge hanger pins. Transportation research record, 1697:19-23.

Hadidi, R., A. Saadeghvaziri and C.T.T. Hsu. 2003. Practical tool to accurately estimate tensile stresses in concrete bridge decks to control transverse cracking. Practice periodical on structural design and construction, 8(2).

Hag-Elsafi, O. and R. Lund. 2004. Investigation of a cracked hanger plate. Proceedings of the 2004 Structures Congress –Building on the Past: Securing the Future, pp. 1267-1274.

Jacobsen, F.K. 1975. Investigation of bridge approach spans to Poplar Street bridge : a preliminary report. -- Springfield, IL : Illinois Department of Transportation, Bureau of Materials & Physical Research. Report no. PRR-66

Kelsey, David E. and Marcus A. Rotundo. 1990. Ultrasonic testing of bridge pins and hanger straps. Materials evaluation 48(4):488+.

Kinloch, A.J. and C. Taylor. 2002. The toughening of cyanate-ester polymers. Part 1 physical modification using particles, fibres and woven-mats. Journal of materials science, 37(3): 433-460.

Komsky, I.N. and J.D. Achenbach. 1994. A modified self-compensating ultrasonic technique for flaw characterization in steel bridge structures. Review of progress in quantitative nondestructive evaluation 13B:2107-2113. -- New York, NY : Plenum Press.

Komsky, I.N. and J.D. Achenbach. 1996. A Computerized imaging system for ultrasonic inspection of steel bridge structures. In : Structural Materials Technology--an NDT Conference : February 20-23, 1996, San Diego, California / edited by Paul E. Hartbower, Philip J. Stolarski. Lancaster, PA : Technomic Publishing Co., pp. 40-45.

Lai, Leon L-Y. 1997. Seismic vulnerability of bridges containing pin-hanger connections. In : Computing in civil engineering : proceedings of the Fourth Congress held in conjunction with A/E/C Systems '97 / sponsored by the Committee on Coordination Outside ASCE of the Technical Council on Computer Practices of the American Society of Civil Engineers, Philadelphia, Pennsylvania, June 16-18, 1997 ; edited by Teresa M. Adams. New York, NY : American Society of Civil Engineers, pp. 672-679.

Lafontan, X., C. Le Touze, B. Wenk, I. Kolesnik, F. Presseeq, G. Perez, J. Nicot, Dardalhon, M., S. Rigo. 2002. Environmental test bench for reliability studies: influence of the temperature on RF switches with metallic membranes. Proceedings of SPIE: The International Society for Optical Engineering,4655:624-633.

Lam, O.P., H. Law and M. Kapuskar. 2004. Design for the new San Francisco-Oakland Bay Bridge east span, soil structure interaction problems. Geotechnical special publication, 1261, Geotechnical engineering for transportation projects: Proceedings of geo-trans 2004:295-304.

McCurdy, Marta. 1989. Ultrasonic inspection of pin assemblies in bridges. Materials evaluation 47(12):1340-1341.

McQuaid, D.L. 1979. Replacement of connecting pin in 520 foot deck truss span. In : Proceedings of the Eighty-Fourth Annual Conference of the American Railway Bridge & Building Association held October 15-18, 1979, Atlanta, Georgia, 43-50. -- Homewood, IL : American Railway Bridge & Building Association.

Miller, William J. and M.K. Chaney. 1995. NDT of bridge pins on Pennsylvania Dept. of Transportation structures. In : Nondestructive Evaluation of Aging Bridges and Highways : Proceedings of SPIE - The International Society for Optical Engineering 2456:68-72. -- Bellingham, WA : SPIE.

Moore , M., B.M. Phares and G.A. Washer. 2004. Guidelines for ultrasonic inspection of hanger pins. Internet on-line ( PDF) <http://www.tfhrc.gov/infrastructure/nde/pubs/04042/04042.pdf>

Rahal, A.S. and J.R. Philpot. 1970. Replication of eye-bars and measurement of losses in cross section due to corrosion. -- Lexington, KY : Kentucky Department Highways. Report no. KyP-56

Scheffey, C.F. and L.R. Cayes. 1974. Model tests of modes of failure of joint C13N of eyebar chain, Point Pleasant Bridge investigation. -- Washington, DC : Federal Highway Administration. Report no. FHWA-RD-74-19

Shenton III, H.W., M.J. Chajes, B. Sivakumar and W.W. Finch. 2003. Field tests and in-service monitoring of Newburgh-Beacon Bridge , New York. Transportation research record, 1845(03-3192):163-170.

South, J.M., C. Hahin and R.O. Telford. 1992. Analysis, inspection, and repair methods for pin connections on Illinois bridges. -- Springfield, IL : Illinois Department of Transportation, Bureau of Materials & Physical Research. Report no. FHWA/IL/PR-107

Taavoni, Shahin. 1992. Replacement of pins for upgrading the load bearing capacity of an antique in connected truss bridge in Baltimore County, Maryland. In : Official Proceedings - 9th Annual International Bridge Conference, Pittsburgh, PA, 15-17 June 1992, 342-349. -- Pittburgh, PA : Engineers' Society of Western Pennsylvania.

Thomas, G.H. et al. 1993. Emerging technologies for nondestructive evaluation of bridges and highways. In : Safety engineering and risk analysis : presented at the 1993 ASME Winter Annual Meeting, New Orleans, Louisiana, November 28-December 3, 1993, 139-144. -- New York, NY : ASME.

U.S. National Transportation Safety Board. 1984. Highway accident report--collapse of a suspended span of Interstate Route 95 highway bridge over the Mianus River, Greenwich, Connecticut, June 28, 1983. -- Washington, DC : NTSB. Report no. NTSB/HAR-84/03

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