TECHNICAL PAPERS
Mar 1, 1994

Impact Factors for Simple‐Span Highway Girder Bridges

Publication: Journal of Structural Engineering
Volume 120, Issue 3

Abstract

Vibrational behavior of simple‐span highway girder bridges with rough surfaces due to heavy trucks is discussed. The causes of vibration and dynamic characteristics of bridge structures are investigated in the time and frequency domains. An appropriate vehicle model for vibrational analysis of bridges is found by comparing dynamic responses from four different vehicle models, and impact factors are calculated using the suggested vehicle model with different speeds, deck roughnesses, and span lengths. The results are compared with the values specified by several standard codes, and it is found that the current design codes tend to underestimate impact factors especially in long‐span bridges with rough decks. Finally, empirical formulas for impact factors represented in terms of span length, vehicle speed, and surface roughness of a bridge deck are suggested from the multiple linear regressional using the data obtained from this study.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Ahn, Y. (1987). “An experimental study on dynamic behavior of highway bridges,” MS thesis, Hanyang/University, Seoul, South Korea (in Korean).
2.
Ang, A. H‐S., and Tang, W. H. (1975). Probability concepts in engineering planning and design. John Wiley & Sons; New York, N.Y.
3.
Balmer, G. G. (1973). “Road roughness technology, state of the art.” Report FHWA‐RD‐73‐54, Nat. Tech. Information Service, Washington, D.C.
4.
Bathe, K. J., and Wilson, E. L. (1976). Numerical methods in finite element analysis. Prentice‐Hall, Inc., Englewood Cliffs, N.J.
5.
Bendat, J. S., and Piersol, A. G. (1971). Random data: Analysis and measurement procedures. John Wiley & Sons, New York, N.Y.
6.
Bendat, J. S., and Piersol, A. G. (1980). Engineering applications of correlation and spectral analysis. John Wiley & Sons, New York, N.Y.
7.
Biggs, J. M. (1964). Introduction to structural dynamics. McGraw‐Hill Book Co., New York, N.Y.
8.
Chang, D., Lee, H., and Gwak, J. (1988). “An experimental study on vibrational characteristics of highway bridges by a running vehicle.” KSCE J., Seoul, South Korea, 8, 41–50 (in Korean).
9.
Chang, D., Choi, K., and Lee, H. (1989). “A study on vibration behavior of steel highway bridges.” KSSC J., Seoul, South Korea, 1(1), 131–139 (in Korean).
10.
Csagoly, P. E., and Dorton, R. A. (1977). The development of the Ontario bridge code. Ontario Ministry of Transp. and Communications, Ontario.
11.
Honda, H., Kajikawa, Y., and Kobori, T. (1982). “Spectra of road surface roughness on bridges.” J. Struct. Engrg., ASCE, 108(9), 1956–1966.
12.
Honda, H., Kobori, T., and Yamada, Y. (1986). “Dynamic factor of highway steel girder bridges.” Proc., International Association of Bridge and Structural Engineers, P‐98/86, 57–75.
13.
Inbanathan, M. J., and Wieland, M. (1987). “Bridge vibrations due to vehicle moving over a rough surface.” J. Struct. Engrg., ASCE, 113(9), 1994–2008.
14.
Kim, G. (1986). “Effect of vehicle braking on dynamic response of girder bridge,” MS thesis, Asian Institute of Technology, Thailand.
15.
Lee, H. (1985). “Impact factor of moving load due to surface roughness of girder bridge of variable span,” MS thesis, Asian Institute of Technology, Thailand.
16.
Lee, H. (1989). “A study on dynamic behavior of highway girder bridges,” PhD thesis, Hanyang University, Seoul, South Korea (in Korean).
17.
Quinn, B. E., and De Vries, T. W. (1960). “Highway characteristics as related to vehicle performance.” Highway Research Board Bulletin, 250, 20–39.
18.
Quinn, B. E., and Thompson, R. (1962). “Effect of pavement condition in dynamic vehicle reactions.” Highway Research Board Bulletin, 328, 24–32.
19.
“Specifications for steel bridge.” (1966). British Standard 153, Part 3A, Load, Great Britain.
20.
Standard specifications on highway bridges. (1982). Korean Ministry of Construction, Seoul, South Korea (in Korean).

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 120Issue 3March 1994
Pages: 704 - 715

History

Received: Feb 27, 1992
Published online: Mar 1, 1994
Published in print: Mar 1994

Permissions

Request permissions for this article.

Authors

Affiliations

Dongil Chang, Member, ASCE
Prof., Dept. of Civ. Engrg., Hanyang Univ., Seoul, 133‐791, South Korea
Heehyun Lee
Mgr. of Dyn., KHRC, Seoul, 100‐714, South Korea
Formerly, Lect., Dept. of Civ. Engrg., Hanyang Univ., Seoul, South Korea

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share