1 |
AASHTO (2008), "The Manual for Bridge Evaluation First Edition", American Association of State Highway and Transportation Officials., Washington, D.C., USA.
|
2 |
AASHTO (2003) "Manual for Condition Evaluation and Load and Resistance Factor Rating (LRFR) of Highway Bridges", American Association of State Highway and Transportation Officials, Washington, D.C., USA.
|
3 |
AASHTO (2012), "LRFD Bridge Design Specifications", Customary U.S. Units, American Association of State Highway and Transportation Officials, Washington, D.C., USA.
|
4 |
Anitori, G., Casas, R. J. and Ghosn M. (2017), "WIM-based live-load model for advanced analysis of simply supported short-and medium-span highway bridges", J. Bridge Eng., 22(10). https://doi.org/10.1061/(ASCE)BE.1943-5592.0001081.
|
5 |
Caers, J. and Maes, M.A. (1998), "Identifying tails, bounds and end-points of random variables", Struct. Saf., 20, 1-23. https://doi.org/10.1016/S0167-4730(97)00036-2.
DOI
|
6 |
Chan, T.H., Miao, T.J. and Ashebo, D.B. (2005), "Statistical models from weigh-in-motion data", Struct. Eng. Mech., 20(1), 85-110. http://dx.doi.org/10.12989/sem.2005.20.1.085.
DOI
|
7 |
Chen, B., Ye, Z. N., Chen, Z. and Xie, X. (2018), "Bridge vehicle load model on different grades of roads in China based on Weigh-in-Motion (WIM) data", Measurement, 122, 670-678. https://doi.org/10.1016/j.measurement.2018.03.005.
DOI
|
8 |
Fu, G., Van de Lindt, J.W., Pei, S., Reynaldo, M.P. Jr, and Buddhawanna, S. (2006), "LRFD Load Calibration for State of Michigan Trunkline Bridges", Report No: RC-1466; Michigan Department of Transportation, Michigan, USA.
|
9 |
D'Angelo, L. and Nussbaumer, A. (2015), "Reliability based fatigue assessment of existing motorway bridge", Struct. Saf., 57, 35-42. https://doi.org/10.1016/j.strusafe.2015.07.001.
DOI
|
10 |
Ditlevsen, O. (1988), "Distribution of extreme truck weights", Struct. Saf., 5, 145-148. https://doi.org/10.1016/0167-4730(88)90022-7.
DOI
|
11 |
Ghasemi, S.H. and Nowak, A.S. (2016), "Reliability analysis for serviceability limit state of bridges concerning deflection criteria", Struct. Eng. Int. 26(2), 168-175. https://doi.org/10.2749/101686616X14555428758722.
DOI
|
12 |
Jeon, J.S., Shafieezadeh, A. and DesRoches, R. (2018), "Component fragility assessment of a long, curved multi-frame bridge: Uniform excitation versus spatially correlated ground motions", Struct. Eng. Mech., 65(5), 633-644. http://dx.doi.org/10.12989/sem.2018.65.5.633.
DOI
|
13 |
Kaloop, M.R., Hwang, W.S., Elbeltagi, E., Beshr, A. and Hu, J.W. (2019), "Evaluation of Dorim-Goh bridge using ambient trucks through short-period structural health monitoring system", Struct. Eng. Mech., 69(3), 347-359. http://dx.doi.org/10.12989/sem.2019.69.3.347.
DOI
|
14 |
ODOT (2019a), Load Rating; Oregon Department of Transportation (ODOT), Salem, Oregon, USA. https://www.oregon.gov/ODOT/Bridge/Pages/Load-Rating.aspx
|
15 |
Kwon, O., Kim, E., Orton, S., Salim, H. and Hazlett, T. (2011), "Calibration of the live load factor in LRFD design guidelines", Project 2a Report; Missouri Department of Transportation, Jefferson City, MO, USA.
|
16 |
Miao, F. and Ghosn, M. (2016), "Reliability-based Analysis of the Progressive Collapse of Bridges", Struct. Saf., 63, 33-46. https://doi.org/10.1016/j.strusafe.2016.05.004.
DOI
|
17 |
Moses, F. (2001), "Calibration of Load Factors for LRFR Bridge Evaluation", NCHRP Report 454; Transportation Research Board, National Research Council, Washington, D.C., USA.
|
18 |
Nowak A.S. (1999), "Calibration of LRFD Bridge Design Code", NCHRP Report 368; Transportation Research Board, National Research Council, Washington, DC.
|
19 |
Nowak A.S. (1993), "Live Load Model for Highway Bridges", Struct. Saf., 13, 53-66. https://doi.org/10.1016/0167-4730(93)90048-6.
DOI
|
20 |
ODOT (2019b), SHV_posting; Oregon Department of Transportation (ODOT), Salem, Oregon, USA. https://www.oregon.gov/ODOT/MCT/Documents/SHV_posting.pdf
|
21 |
Pelphrey, J., Higgins, C., Sivakumar, B., Groff, R. L., Hartman, B. H., Charbonneau, J. P. and Johnson, B.V. (2008). "State-specific LRFR live load factors using weigh-in-motion data", J. Bridge. Eng., 13(4), 339-350. https://doi.org/10.1061/(ASCE)1084-0702(2008)13:4(339).
DOI
|
22 |
Soto, G., Hernandez-Martinez, A. and Valdes-Vazquez, J.G. (2015), "Probabilistic assessment of a design truck model and live load factor from weigh-in-motion data for Mexican Highway bridge design", Can. J. Civil Eng., 42(11), 970-974. https://doi.org/10.1139/cjce-2015-0216.
DOI
|
23 |
Yan, D., Yuan, L., Ming, Y. and Naiwei, L. (2017), "Lifetime fatigue reliability evaluation of short to medium span bridges under site-specific stochastic truck loading", Adv. Mech. Eng., 9(3), 1-12. https://doi.org/10.1177/1687814017695047.
|
24 |
Stewart, M.G. (2018), "Reliability-based load factor design model for explosive blast loading", Struct. Saf. 71, 13-23. https://doi.org/10.1016/j.strusafe.2017.10.010.
DOI
|
25 |
Tabatabai, H., Titi, H. and Zhao, J. (2017). "WIM-based assessment of load effects on bridges due to various classes of heavy trucks", Eng. Struct., 140, 189-198. https://doi.org/10.1016/j.engstruct.2017.02.060.
DOI
|
26 |
Tabsh, S.W. and Mitchell, M.M. (2016), "Girder distribution factors for steel bridges subjected to permit truck or super load", Struct. Eng. Mech., 60(2), 237-249. https://doi.org/10.12989/sem.2016.60.2.237.
DOI
|
27 |
Zhou, Y., Ma, Z. J., Zhao, Y., Shi, X. and He, S. (2015), "Improved definition of dynamic load allowance factor for highway bridges", Struct. Eng. Mech., 54(3), 561-577. http://dx.doi.org/10.12989/sem.2015.54.3.561.
DOI
|
28 |
Yanik, A. and Higgins, C. (2020). "A Monte-Carlo Simulation for the Estimation of Side-by-Side Loading Events on Oregon Bridges", J. Polytech. Politeknik Dergisi, 23(1), 53-60. https://doi.org/10.2339/politeknik.469495.
|
29 |
Ye, X.W., Xi, P.S., Su, Y.H. and Chen, B. (2017), "Analysis and probabilistic modeling of wind characteristics of an arch bridge using structural health monitoring data during typhoons", Struct. Eng. Mech., 63(6), 809-824.http://dx.doi.org/10.12989/sem.2017.63.6.809
DOI
|
30 |
Yurdakul, M. and Ates, S. (2018), "Stochastic responses of isolated bridge with triple concave friction pendulum bearing under spatially varying ground motion", Struct. Eng. Mech., 65(6), 771-784. http://dx.doi.org/10.12989/sem.2018.65.6.771.
DOI
|
31 |
Zokaie, T., Osterkamp, T.A. and Imbsen, R.A. (1992), "Distribution of wheel loads on highway bridges, Proposed changes in AASHTO", NCHRP Project 12-26/1; Sacramento, CA, USA.
|
32 |
Zhou, J., Shi, X., Caprani, C.C. and Ruan, X. (2018), "Multi-lane factor for bridge traffic load from extreme events of coincident lane load effects", Struct. Saf., 72, 17-29. https://doi.org/10.1016/j.strusafe.2017.12.002
DOI
|
33 |
Zhou, J., Shi, X., Zhang, L. and Sun, Z. (2019), "Traffic control technologies without interruption for component replacement of long-span bridges using microsimulation and site-specific data", Struct. Eng. Mech., 70(2), 169-178. http://dx.doi.org/10.12989/sem.2019.70.2.169.
DOI
|
34 |
Zokaie, T., (2000), "AASHTO-LRFD Live Load Distribution Specifications", J. Bridge. Eng., 5(2), 131-138. https://doi.org/10.1061/(ASCE)1084-0702(2000)5:2(131).
DOI
|
35 |
Yanik, A. and Higgins, C. (2019). "Reliability Analysis of Oregon Bridges Using Weigh-in-Motion (WIM) Data" El-Cezeri J. Sci. Eng., 6(3), 736-747. https://doi.org/10.31202/ecjse.577400.
|