Comparison of the Serviceability Performance of Deflection Criteria for Conventional and High Performance Bridges

다국어 초록 (Multilingual Abstract)

The purpose of this paper is to investigate and compare the serviceability performance of deflection criteria for conventional and high performance bridges in terms of applicability and reliability. Experimental studies were performed on fourteen test bridges that represent typical types of conventional and high performance bridges. The measured vibrational characteristics are compared with those from theoretical models to verify the validity of the theoretical models. The verified bridge models are then used to calculate the deflection due to test trucks as well as normal truck traffic collected from a Weigh-In-Motion (WIM) system. To investigate the probabilistic characteristics, the mean maximum deflection for different time periods are determined via extrapolation. Statistical parameters of the probability distribution of deflection are also determined, and then the probabilities of failure and reliability indices are calculated. Finally, the applicability of design code is investigated and compared between conventional and high performance bridges.

참고문헌 (Reference)

1 Nassif, H., "Vibration versus deflection control for bridges with high-performance steel girders" 2251 : 24-33, 2011

2 O'Brien, E. J., "Traffic load 'fingerprinting' of bridges for assessment purposes" 73 : 320-320, 1995

3 Ralls, M. L., "The new Texas U-beam bridges: An aesthetic and economical design solution" Precast concrete Institute 38 (38): 20-29, 1993

4 Grave, S., "The determination of site-specific imposed traffic loadings on existing bridges, In Bridge Management 4-inspection, Maintenance, Assessment and Repair" 2000

5 Geren, K. L., "The NU precast/prestressed concrete bridge I-girder series" 39 (39): 26-39, 1994

6 Zia, P., "Structural applications of high strength concrete" North Carolina Center for Transportation Engineering Studies 1989

7 O'Brien, E. J., "Site-specific probabilistic bridge load assessment" 341-348, 2003

8 Enright, B., "Simulation of traffic loading on highway bridges" School of Architecture, Landscape and Civil Engineering, University College Dublin 2010

9 Barker, M., "Serviceability limits and economical steel bridge design" 2011

10 Darjani, S., "Serviceability considerations of high performance steel bridges" ASCE 2010

11 CSA, "S6-88 and Commentary. Design of Highway Bridges"

12 Nowak, A. S., "Reliability of structures" CRC Press 2012

13 Sivakumar, B., "Protocols for collecting and using traffic data in bridge design, NCHRP web-only document 135" Transportation Research Board 2011

14 Rabbat, B. G., "Optimized sections for precast, prestressed bridge girders" Portland Cement Association 1982

15 Rabbat, B. G., "Optimized sections for major prestressed concrete bridge girders" U.S. Department of Transportation, Federal Highway Administration 1982

16 Russell, H. G., "Optimized sections for high-strength concrete bridge girders, No. FHWA-RD-95-180" TRB 1997

17 Gindy, Mayrai,., "Multiple presence statistics for bridge live load based on weigh-in-motion data" 2028 : 125-135, 2007

18 AASHTO LRFD, "Load and resistance factor design: Bridge design specifications" 2014

19 Nowak, A. S., "Live load model for highway bridges" 13 (13): 53-66, 1993

20 Hung X. Le, "Investigation of Deflection and Vibration Criteria for Road Bridges" 대한토목학회 21 (21): 829-837, 2017

21 Barker, M., "Improved serviceability criteria for steel girder bridges" 18 (18): 673-677, 2012

22 Roeder, C. W., "Improved live load deflection criteria for steel bridges, Project 20-7(133)" Transportation Research Board 2002

23 "ISO 2394, General principles on reliability for structures"

24 Barker, M., "High-performance steel bridge design and cost comparisons" 1740 : 33-39, 2000

25 Mistry, V. C., "High performance steel for highway bridges" 301-308, 2003

26 Garcia, A. M., "Florida's long span bridges: New forms, new horizons" 38 (38): 34-49, 1993

27 Barker, M., "Field testing serviceability performance of Missouri's first high-performance steel bridge" 1976 : 36-42, 2006

28 Fuhrman, D. M., "Field performance of a new fiber-reinforced polymer deck" 29 (29): 04014162-, 2014

29 Bruce, R. N., "Feasibility Evaluation of Utilizing High-Strength Concrete in Design and Construction of Highway Bridge Structures" Louisiana Transportaton Research Center 1994

30 오창국, "Fatigue Test of an Advanced Orthotropic Steel Deck System using High Performance Steel for Bridges" 한국강구조학회 13 (13): 93-101, 2013

31 "EN 1990, Eurocode - basis of structural design, CEN/TC 250"

32 Hwang, E.-S., "Dynamic loads for girder bridges" University of Michigan 1990

33 Cooper, D. I., "Development of short span bridge-specific assessment live loading, Safety of Bridges" 64-89, 1997

34 Wright, R. N., "Criteria for the deflection of steel bridges, Bulletin No. 19"

35 Kwon, O.-S., "Calibration of the live load factor in LRFD design guidelines" 2010

36 Ki-Jung Park, "Assessment of vibration serviceability for steel cable-stayed bridges using GNSS data" 한국강구조학회 16 (16): 1251-1262, 2016

37 Carpenter, J. E., "Applications of high strength concrete for highway bridges" 44 (44): 76-83, 1980

38 Bertoldi, A. G., "A strength and serviceability assessment of high performance steel Bridge 10462" 2009

39 Cornell, C. A., "A probability-based structural code" 66 (66): 974-985, 1969

40 Castrodale, R. W., "A Study of pretensioned high strength concrete girders in composite highway bridges - Design considerations" 1988