TECHNICAL PAPERS
Mar 1, 2002

Literature Review in Analysis of Box-Girder Bridges

Publication: Journal of Bridge Engineering
Volume 7, Issue 2

Abstract

The curvilinear nature of box girder bridges along with their complex deformation patterns and stress fields have led designers to adopt approximate and conservative methods for their analyses and design. Recent literature on straight and curved box girder bridges has dealt with analytical formulations to better understand the behavior of these complex structural systems. Few authors have undertaken experimental studies to investigate the accuracy of existing methods. This paper presents highlights of references pertaining to straight and curved box girder bridges in the form of single-cell, multiple-spine, and multicell cross sections. The literature survey presented herein deals with: (1) elastic analysis, and (2) experimental studies on the elastic response of box girder bridges.

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References

AASHTO. (1980). Guide specifications for horizontally curved highway bridges, Washington, D.C.
AASHTO. (1993). Guide specifications for horizontally curved highway bridges, Washington, D.C.
AASHTO. (1994). AASHTO LRFD Bridge Design Specifications, Washington, D.C.
AASHTO. (1996). Standard specifications for highway bridges, Washington, D.C.
Abdelfattah, F. A.(1997). “Shear lag in steel box girders.” Alexandria Eng. J., Alexandria Univ., Egypt, 36(1), 1110–1118.
Abdullah, M. A., and Abdul-Razzak, A. A. (1990). “Finite strip analysis of prestressed box-girders.” Comput. Struct., 36(5), 817–822.
Al-Rifaie, W. N., and Evans, H. R. (1979). “An approximate method for the analysis of box girder bridges that are curved in plan.” Proc., Int. Association of Bridges and Structural Engineering, Int. Association for Bridge and Structural Engineering (IABSE), 1–21.
Aneja, I. K., and Roll, F.(1971). “A model analysis of curved box-beam highway bridges.” J. Struct. Div., 97(12), 2861–2878.
Arizumi, Y., Hamada, S., and Oshiro, T. (1983). “Static behavior of curved composite box girders.” Jpn. Soc. Civ. Eng., 15, 212–216.
Arizumi, Y., Hamada, S., and Oshiro, T.(1988). “Behavior study of curved composite box girders.” J. Struct. Eng., 114(11), 2555–2573.
ASCE-AASHTO Subcommittee of Box Girder Bridges of the Committee on Flexural Members. (1967). “Trend in the design of steel box-girder bridges.” J. Struct. Div., 93(3), 165–180.
ASCE-AASHTO Task Committee on Curved Box Girders of the Committee on Flexural Members of the Committee on Metals of the ASCE. (1978a). “Curved steel box-girder bridges: a survey.” J. Struct. Div., 104(11), 1,697–1,718.
ASCE-AASHTO Task Committee on Curved Box Girders of the Committee on Flexural Members of the Committee on Metals of the ASCE. (1978b). “Curved steel box-girder bridges: state-of-the-art.” J. Struct. Div., 104(11), 1,719–1,739.
Aslam, M., and Godden, W. G. (1973). “Model studies of curved box-girder bridges.” Rep. No. UC/SESM 73-5, Dept. of Civil Engineering, California Univ., Berkeley, Calif.
Aslam, M., and Godden, W. G.(1975). “Model studies of multicell curved box-girder bridges.” J. Eng. Mech. Div., 101(3), 207–222.
Bakht, B., Jaegor, L. G., and Cheung, M. S.(1981). “State-of-the-art in analysis of cellular and voided slab bridges.” Can. J. Civ. Eng., 8(3), 376–391.
Bazant, Z. P., and El Nimeiri, M.(1974). “Stiffness method for curved box girders at initial stress.” J. Struct. Div., 100(10), 2071–2090.
Benscoter, S. U.(1954). “A theory of torsion bending for multicell beams.” J. Appl. Mech., 21(1), 25–34.
Boswell, L. F., and Zhang, S. H. (1984). “The effect of distortion in thin-walled box spine beams.” Inst. Solids Struct., 20(9/10), 845–862.
Bradford, M. A., and Wong, T. C.(1992). “Local buckling of composite box girders under negative bending.” Struct. Eng., 70(21), 377–380.
Branco, F. A., and Green, R.(1984). “Bracing in completed composite box girder bridges.” Can. J. Civ. Eng., 11(4), 967–977.
Branco, F. A., and Martins, L. (1984). “Temperature distribution in curved concrete box girder bridges.” Proc., Int. Conf. on Computer-Aided Analysis and Design of Concrete Structures, Pineridge, Swansea, U.K. 1213–1223.
Brennan, P. J., and Mandel, J. A., (1979). “Multiple configuration curved bridge model studies.” J. Struct. Div., 105(5), 875–890.
Buckle, I. G., and Hood, J. A. (1982). “Testing and analysis of a curved continuous box girder model.” Rep. No. 181, Dept. of Civil Engineering, Univ. of Auckland, Auckland, New Zealand.
Buragohain, D. N., and Agrawal, B. L.(1973). “Analysis of curved box girder bridges.” J. Struct. Div., 99(5), 799–819.
Canadian highway bridge design code (CHBDC). (2000). Ontario Ministry of Transportation and Communications, Downsview, Ontario, Canada.
Chan, M. Y. T., Cheung, M. S., Beauchamp, J. C., and Hachem, H. M. (1990). “Thermal stresses in composite box-girder bridges.” Proc., 3rd Int. Conf. on Short and Medium Span Bridges, Toronto, 2, 355–366.
Chang, S. T., and Gang, J. Z.(1990). “Analysis of cantilever decks of thin-walled box girder bridges.” J. Struct. Eng., 116(9), 2410–2418.
Chang, S. T., and Zheng, F. Z.(1987). “Negative shear lag in cantilever box girder with constant depth.” J. Struct. Eng., 113(1), 20–35.
Chapman, J. C., Dowling, P. J., Lim, P. T. K., and Billington, C. J.(1971). “The structural behavior of steel and concrete box girder bridges.” Struct. Eng., 49(3), 111–120.
Cheung, M. S. (1984). “Analysis of continuous curved box-girder bridges by the finite strip method.” Japanese Soc. Civ. Eng., 1–10 (in Japanese).
Cheung, M. S., Bakht, B., and Jaeger, L. G. (1982). “Analysis of box-girder bridges by grillage and orthotropic plate methods.” Can. J. Civ. Eng., 9(4), 595–601.
Cheung, M. S., and Chan, M. Y. T.(1978). “Finite strip evaluation of effective flange width of bridge girders.” Can. J. Civ. Eng., 5(2), 174–185.
Cheung, M. S., and Cheung, Y. K. (1971). “Analysis of curved box girder bridges by the finite-strip method.” International Association for Bridges and Structural Engineering (IABSE), 31(I), 1–8.
Cheung, M. S., and Jaeger, L. G.(1992). “Spline finite strip analysis of continuous haunched box-girder bridges.” Can. J. Civ. Eng., 19, 724–728.
Cheung, M. S., and Li, W.(1989). “Analysis of continuous, haunched box-girder bridges by finite strips.” J. Struct. Eng., 115(5), 1076–1087.
Cheung, Y. K., and Au, F. T. K. (1992). “Finite strip analysis of right box girder bridges using computed shape functions.” Thin-Walled Struct., 13(4), 275–298.
Cheung, Y. K., and Li, W. Y. (1991). “Free vibration analysis of longitudinal arbitrary curved box-girder structures by spline finite strip method.” Asian Pacific Conf. on Computational Mechanics, 1139–1144.
Chu, K. J., and Pinjarkar, S. G.(1971). “Analysis of horizontally curved box girder bridges.” J. Struct. Div., 97(10), 2481–2501.
Cook, R. D.(1991). “Pure bending of curved beams of thin-walled rectangular box section.” J. Appl. Mech., 58(1), 154–156.
Cusens, A. R., and Loo, Y. C. (1974). “Application of the finite-strip method in the analysis of concrete box bridges.” Proc., Inst. Civ. Eng., London, 57(2), 251–273.
Dabrowski, R. (1968). Curved thin-walled girders, theory and analysis, Springer, New York.
Daniels, J. H., Abraham, D., and Yen, B. T. (1979). “Fatigue of curved steel bridge elements—effect of internal diaphragms on fatigue strength of curved box girders.” Rep. No. FHWA-RD-79-136, Federal Highway Adminstration, Washington, D.C.
Degenkolb, O. H. (1977). Concrete box girder bridges, Iowa State Univ. Press, Iowa.
Dezi, L. (1985). “Aspects of the deformation of the cross-section in curved single-cell box beams.” Industria Italiana Del Cemento, 55(7–8), 500–808 (in Italian).
Dilger, W. H., Ghoneim, G. A., and Tadros, G. S.(1988). “Diaphragms in skew box girder bridges.” Can. J. Civ. Eng., 15(5), 869–878.
Dritsos, S. E.(1991). “Distortion of concrete box beams due to eccentric transverse loads.” J. Struct. Eng., 117(1), 29–47.
Elbadry, M. M., and Debaiky, A. S. (1998). “Time-dependant stresses and deformations in segmentally erected curved concrete box-girder bridges.” Proc., 5th Int. Conf. in Short and Medium Span Bridges, Canadian Society of Civil Engineering, Calgary, Canada, 1, 399–412.
Elbadry, M. M., and Ibrahim, A. M. (1996). “Temperature distributions in curved concrete box-girder bridges.” Proc., 1st Structural Specialty Conf., Canadian Society of Civil Engineering, Edmonton, Alberta, Canada, 1–12.
Evans, H. R. (1984). “Simplified methods for the analysis and design of bridges of cellular cross-section.” Proc., NATO Advanced Study Institute on Analysis and Design of Bridges, Cesme, Izmir, Turkey, 74, 95–115.
Evans, H. R., Ahmad, M. K. H., and Kristek, V.(1993). “Shear lag in composite box girders of complex cross-sections.” J. Constr. Steel Res., 24(3), 183–204.
Evans, H. R., and Al-Rifaie, W. N. (1975). “An experimental and theoretical investigation of the behavior of box girders curved in plan.” Proc., Inst. Civ. Eng., 59(2), 323–352.
Evans, H. R., and Shanmugam, N. E., (1984). “Simplified analysis for cellular structures.” J. Struct. Div., 110(3), 531–543.
Fafitis, A., and Rong, A. Y. (1995). “Analysis of thin-walled box girders by parallel processing.” Thin-Walled Struct., 21(3), 233–240.
Fam, A. R., and Turkstra, C. J., (1975). “A finite element scheme for box bridge analysis.” Comput. Struct. J., 5, 179–186.
Fam, A. R., and Turkstra, C. J.(1976). “Model study of horizontally curved box girder.” J. Struct. Div., 102(5), 1,097–1,108.
Fu, C. C., and Hsu, Y. T.(1995). “The development of an improved curvilinear thin-walled Vlasov element.” Comput. Struct. J., 54(1), 147–159.
Galuta, E. M., and Cheung, M. S.(1995). “Combined boundary element and finite element analysis of composite box girder bridges.” Comput. Struct. J., 57(3), 427–437.
Gambhir, M. L., and Singla, K. G.(1988). “Optimization of concrete multi-cellular bridge decks.” Ind. Concr. J., 62(1), 21–26.
Gilliland, J. A., and Dilger, W. H. (1998). “Modeling of thermal stresses induced during construction of segmental cast-in-place concrete box girder bridges.” Proc., 5th Int. Conf. on Short and Medium Span Bridges, Canadian Society of Civil Engineering, Calgary, Canada, Vol. 3, 1571–1582.
Hambly, E. C., and Pennells, E.(1975). “Grillage analysis applied to cellular bridge decks.” Struct. Eng., 53(7), 267–275.
Hasebe, K., Usuki, S., and Horie, Y.(1985). “Shear lag analysis and effective width of curved girder bridges.” J. Eng. Mech., 111(1), 87–92.
Heins, C. P. (1975). Bending and torsional design in structural members, Lexington Books, Lexington.
Heins, C. P., Bonakdarpour, B., and Bell, L. C.(1972). “Multi-cell curved girder model studies.” J. Struct. Div., 98(4), 831–843.
Heins, C. P., and Oleinik, J. C.(1976). “Curved box beam bridge analysis.” Comput. Struct. J., London, 6(2), 65–73.
Heins, C. P., and Sheu, F. H.(1982). “Design/analysis of curved box girder bridges.” Comput. Struct. J., 15(3), 241–258.
Hsu Y. T. (1989). “The development and behaviour of Vlasov elements for the modeling of horizontally curved composite box girder bridge superstructures.” PhD thesis, Univ. of Maryland, CA.
Hsu, Y. T., Fu, C. C., and Schelling, D. R.(1995). “EBEF method for distortional analysis of steel box girder bridges.” J. Struct. Eng., 121(3), 557–566.
Ishac, I. I., and Smith, T. R. G.(1985). “Approximations for moments in box girders.” J. Struct. Eng., 111(11), 2,333–2,342.
Jeon, S. M., Cho, M. H., and Lee, I.(1995). “Static and dynamic analysis of composite box beams using large deflection theory.” Comput. Struct., 57(4), 635–642.
Jirousek, J., and Bouberguig, A.(1979). “A macro-element analysis of prestressed curved box-girder bridges.” Comput. Struct., 10, 467–482.
Jutila, A., Tesar, A., Isoksela, E., and Salokangas, L.(1993). “Space behavior of thin-walled box beams.” Comput. Struct., 49(3), 453–465.
Kabir, A. F., and Scordelis, A. C. (1974). “Computer programs for curved bridges on flexible bents.” Structural Engineering and Structural Mechanics Rep. No. UC/SESM 74-10, Univ. of California, Berkeley, Calif.
Kambe, S. (1980). “Modified theory of torsion for a circularly curved box girder bridges.” Proc., Jpn. Soc. Civ. Eng., 297, 95–110 (in Japanese).
Kano, T., Usuke, S., and Hasebe, K. (1982). “Theory of thin-walled curved members with shear deformation.” Ingenieur-Archiv, 51.
Kermani, B., and Waldron, P. (1993). “Behaviour of concrete box girder bridges of deformable cross-section.” Proc., Inst. Civ. Eng., London, 99(2), 109–122.
Kissane, R., and Beal, D. B. (1975). “Field testing of horizontally curved steel girder bridges.” Research Rep. 27, U.S. Dept. of Transportation, Washington, D.C.
Komatsu, S., Nakai, H., and Nakanishi, M.(1971). “Statistical analysis of horizontally curved skew box girder bridges.” Trans., Jpn. Soc. Civ. Eng., 3(2), 134–135.
Kristek, V.(1970). “Tapered box girders of deformable cross-section.” J. Struct. Div., 96(8), 1,761–1,793.
Kristek, V. (1979). Theory of box girders, Wiley, New York.
Kristek, V., Evans, H. R., and Ahmad, M. K. M.(1990). “Shear lag analysis for composite box girders.” J. Constr. Steel Res., 16(1), 1–21.
Labanti, P. L., and Evans, H. R.(1987). “Welding stresses and distortions in multi-cellular box girders.” J. Constr. Steel Res., 7(2), 107–132.
Li, G.(1987). “Torsion and bending of thin-walled box girder with initial curvature.” China Civ. Eng. J., 20(10), 65–75.
Li, H. G. (1992). “Thin-walled box beam finite elements for static analysis of curved haunched and skew multi-cell girder bridges.” PhD thesis, Dept. of Civil Engineering, Carleton Univ., Ottawa, Ontario, Canada.
Li, W. Y., Tham, L. G., and Cheung, Y. K.(1988). “Curved box-girder bridges.” J. Struct. Eng., 114(6), 1324–1338.
Lim, P. T., Kilford, J. T., and Moffatt, K. R. (1971). “Finite element analysis of curved box girder bridges.” Devel Bridge Design and Construction, U.K., 264–286.
Lin, Xi-Jiu, and Chen, De-Rong, (1987). Prespex model tests of three span continuous curved box girders, Research Institute of Highway, China, 1–10.
Lounis, Z., and Cohn, M. Z.(1995). “Computer-aided design of prestressed concrete cellular bridge decks.” J. Microcomput. Civ. Eng., 10(1), 1–11.
Luoxi, Z., Mingsheng, L., and Lin, H. (1993). “Time-dependent analysis of nonprismatic curved P. C. box girder bridges.” Proc., 5th Int. Conf. on Computing in Civil and Building Engineering, New York, 1703–1710.
Maisel, B. I. (1970). “Review of literature related to the analysis and design of thin-walled beams.” Tech. Rep. No. 42440, Cement and Concrete Association, London.
Maisel, B. I. (1982). Analysis of concrete box beams sing small-computer capacity. Cement and Concrete Association.
Maisel, B. I.(1985). “Analysis of concrete box beams using small computer capacity.” Can. J. Civ. Eng., 12(2), 265–278.
Maisel, B. I. (1986). “Shear lag analysis of concrete box beams using small computer capacity.” Proc., 2nd Int. Conf. on Short and Medium Span Bridges, Canadian Society of Civil Engineering, Ottawa, Canada, 1, 125–137.
Maisel, B. I., and Roll, F. (1974). Methods of analysis and design of concrete box beam with side cantilevers, Cement and Concrete Association, London.
Maisel, B. I., Rowe, R. E., and Swann, R. A.(1973). “Concrete box girder bridges.” Struct. Eng., 51(10), 363–376.
Malcolm, D. J., and Redwood, R. G.(1970). “Shear lag in stiffened box girders.” J. Struct. Div., 96(7), 1403–1419.
Maleki, S.(1991). “Compound strip method for box girders and folded plates.” Comput. Struct., 40(3), 527–538.
Marsh, J. G., and Taylor, P. (1990). “PC program for orthotropic plate box girder bridges.” Australia Second National Structural Engineering Conf., Institution of Engineers, Australia, 224–235.
Mavaddat, S., and Mirza, M. S.(1989). “Computer analysis of thin walled concrete box beams.” Can. J. Civ. Eng., 16(6), 902–909.
Mentrasti, L.(1991). “Torsion of box girders with deformable cross sections.” J. Eng. Mech., 117(10), 2179–2200.
Meyer, C., and Scordelis, A. C.(1971). “Analysis of curved folded plate structures.” J. Struct. Div., 97(10), 2459–2480.
Mikkola, M., and Paavola, J.(1980). “Finite element analysis of box girders.” J. Struct. Div., 106(6), 1,343–1,357.
Mirambell, E., and Aguado, A.(1990). “Temperature and stress distributions in concrete box girder bridges.” J. Struct. Eng., 116(9), 2388–2409.
Mirza, M. S., Ferdjani, A., Hadj-arab, A., Joucdar, K., and Khaled, A.(1990). “An experimental study of static and dynamic responses of prestressed concrete box girder bridges.” Can. J. Civ. Eng., 17(3), 481–493.
Mishra, P. K., Das, S., and Dey, S. S.(1992). “Discrete energy method for the analysis of right box-girder bridges.” Comput. Struct., 43(2), 223–235.
Moffatt, K. R., and Dowling, P. J.(1975). “Shear lag in steel box girder bridges.” Struct. Eng., 53(10), 439–448.
Moffatt, K. R., and Lim, P. T. K.(1976). “Finite element analysis of composite box girder bridges having complete or incomplete interaction.” Proc., Inst. Civ. Eng., Part 2, 63(3), 1–22.
Nakai, H., and Heins, C. P.(1997). “Analysis criteria for curved bridges.” J. Struct. Div., 103(7), 1419–1427.
Nakai, H., Miki, T., and Sumiyoshika, S.(1980). “Theoretical and experimental research on distortion of thin-walled horizontally curved box girder bridges.” J. Civ. Eng., 2(1), 63–101.
Nakai, H., and Murayama, Y. (1981). “Distortional stress analysis and design aid of horizontally curved box girder bridges with diaphragms.” Proc., Jpn. Soc. Civ. Eng., 309, 25–39 (in Japanese).
Nakai, H., and Yoo, C. H. (1988). Analysis and design of curved steel bridges, McGraw-Hill, New York.
Ng, S. F., Cheung, M. S., and Hachem, H. M.(1993). “Study of a curved continuous composite box girder bridge.” Can. J. Civ. Eng., 20(1), 107–119.
Nishino, F., and Fukasawa, Y. (1976). “Formulation of static behaviour of thin-walled curved beams under assumption of strain field.” Proc., Jpn. Soc. Civ. Eng., 247, 9–19 (in Japanese).
Noguchi, J., Taido, Y., and Nakai, H. (1984). “Theoretical and experimental stress analysis of cable-stayed bridge with multi-cellular box girder.” Proc., 3rd Int. Conf. on Space Structures, Elsevier Science, London, 186–191.
Nutt., R. V., Schamber, R. A., and Zokaie, T. (1988). Distribution of wheel loads on highway bridges, Transportation Research Board, National Cooperative Highway Research Council, Imbsen and Associates Inc., Sacramento, Calif.
Oleinik, J. C., and Heins, C. P.(1975). “Diaphragms for curved box beam bridges.” J. Struct. Div., 101(10), 2161–2178.
Paavola, J. (1990). “Study of curved thin-walled girders.” PhD thesis, Helsinki Univ. of Technology, Espoo, Finland.
Ramesh, C. K., Kalani, M., and Bhandari, V. S.(1976). “Analysis of single-cell box-section for a curved bridge deck.” J. Ind. Roads Congr., 37(1), 85–104.
Razaqpur, A., Abbas, H., El-Sammy, K., and Azab, M. (2000a). “Dynamic amplification factors of box girder bridges.” Proc., Bridge Engineering Conf., Egyptian Society of Engineers, Sharm El-Sheikh, Egypt, Vol. 1, 633–644.
Razaqpur, A., Abbas, H., El-Samny, K., and Azab, M. (2000b). “Free vibration analysis of box girder bridges by thin-walled beam model.” Proc., Bridge Engineering Conf., Egyptian Society of Engineers, Sharm El-Sheikh, Egypt, Vol. 1, 621–632.
Razaqpur, A. G., and Li, H. G. (1990). “Analysis of multi-branch multi-cell box girder bridges.” Proc., 3th Int. Conf. on Short and Medium Span Bridges, Toronto, Vol. 2, 153–164.
Razaqpur, A. G., and Li, H. G.(1991a). “A finite element with exact shape functions for shear lag analysis in multi-cell box girders.” Comput. Struct. J., 39(1/2), 155–163.
Razaqpur, A. G., and Li, H. G.(1991b). “Thin-walled multicell box girder finite element.” J. Struct. Eng., 117(10), 2953–2971.
Razaqpur, A. G., and Li, H. G.(1994). “Refined analysis of curved thin-walled multi-cell box girders.” Comput. Struct. J., 53(1), 131–142.
Razaqpur, A. G., and Li, H. G.(1997). “Analysis of curved multi-cell box girder assemblages.” Struct. Eng. Mech., 5(1), 33–49.
Saint-Venant, B. (1843). “Memoire sur le calcul de la resistance et de la flexion des peices solides a simple ou a double courbure, en prenant simultanement en consideration les divers efforts auxquels elles peuvent entre soumises dans touts les sens.” Compts-Rendus, 27, l’Academic des sciences de Paris, Paris, 1020–1031 (in French).
Sakai, F., and Nagai, M. (1980). “Three-dimensional analysis of thin-walled curved box girders by block finite element method.” Proc., Jpn. Soc. Civ. Eng., 295, 1–12 (in Japanese).
Sakai, F., and Nagai, M. (1981). “A proposal for intermediate diaphragms design in curved steel box girder bridges.” Proc., Jpn. Soc. Civ. Eng., 305, 11–22 (in Japanese).
Sargious, M. A., Dilger, W. H., and Hawk, H.(1979). “Box girder bridge diaphragms with openings.” J. Struct. Div., 105(1), 53–65.
Scordelis, A. C. (1975). “Analytical and experimental studies of multi-cell concrete box girder bridges.” Bulletin of the International Association of Shell and Spatial Structures, Madrid, Spain, 58, 9–22.
Scordelis, A. C. (1982). “Berkeley computer programs for the analysis of concrete box girder bridges.” Proc., NATO Advanced Study Institute on Analysis and Design of Bridges, Izmir, Turkey, 119–189.
Scordelis, A. C., Bouwkaup, J. C., and Larsen, P. K. (1974). “Structural behaviour of a curved two-span reinforced concrete box girder bridge model; Volumes I, II, and III.” Rep. Nos. US/SESM 74-5, US/SESM 74-6, and US/SESM 74-7, Univ. of California, Berkeley, Calif.
Scordelis, A. C., Chan, E. C., and Ketchum, M. A. (1985). “Computer program for prestressed concrete box girder bridges.” Rep. No. UCB/SESM 85/02, Univ. of California, Berkeley, Calif.
Scordelis, A. C., and Larsen, P. K.(1977). “Structural response of curved RC box-girder bridge.” J. Struct. Div., 103(8), 1507–1524.
Sennah, K., and Kennedy, J.(2001). “State-of-the-art in design of curved box-girder bridges.” J. Bridge Eng., 6(3), 159–167.
Senthilvasan, J., Thambiratnam, D. P., and Brameld, G. H. (1996). “Dynamic response of curved box girder bridges.” Proc., 2nd Int. Conf. in Civil Engineering on Computer Application, Research, and Practice, Univ. of Bahrain, Manama Bahrain.
Shanmugam, N. E., and Balendra, T.(1985). “Model studies of multi-cell structures.” Proc., Inst. Civ. Eng., London, 79(2), 55–71.
Shanmugam, N. E., and Balendra, T.(1986). “Free vibration of thin-walled multi-cell structures.” Thin-Walled Struct., 4(6), 467–485.
Shanmugam, N. E., and Balendra, T.(1991). “Experimental and theoretical study of multi-cell structures curved in plan.” Thin-Walled Struct., 12(5), 373–387.
Shimizu, S., and Yoshida, S.(1991). “Reaction allotment of continuous curved box girders.” Thin-Walled Struct., 11(4), 319–341.
Shushkewich, K. W.(1988). “Approximate analysis of concrete box girder bridge.” J. Struct. Eng., 114(7), 1644–1657.
Siddiqui, A. H., and Ng, S. F.(1988). “Effect of diaphragms on stress reduction in box girder bridge sections.” Can. J. Civ. Eng., 15(1), 127–135.
Sisodiya, R. G., Cheung, Y. K., and Ghali, A.(1970). “Finite-element analysis of skew, curved box girder bridges.” Int. Assoc. Bridges Struct. Eng., (IABSE), 30(II), 191–199.
Smith, E. C., and Chopra, I. (1990). “Formulation and evaluation of an analytical model for composite box-beams.” Proc., 31st AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conf., New York, 2(2) 759–782.
Soliman, M. I., and Mirza, M. S. (1985). “Design of box girder bridges.” ACI Convention, Washington, D.C., 81–108.
Swann, R. A. (1972). “A feature survey of concrete box spine-beam bridges.” Technical Rep. 42.469, Cement and Concrete Association, London.
Templeman, A. B., and Winterbottom, S. K. (1979). “Optimum design of concrete cellular spine beam bridge decks.” Proc., Inst. Civ. Eng., London, 67(2), 389–409.
Tesar, A. (1981). “Spatial behavior of horizontally curved thin-walled box beams.” Stavebnicky Casopis, Bratislava, Czechoslovakia, 29(3), 187–211.
Tesar, A.(1996). “Shear lag in the behaviour of thin-walled box bridges.” Comput. Struct. J., 59(4), 607–612.
Trukstra, C. J., and Fam, A. R.(1978). “Behaviour study of curved box bridges.” J. Struct. Div., 104(ST3), 453–462.
Usuki, T. (1986). “An analysis of multi-cell box girder bridges with varied cross-section under consideration of cross-sectional distortion.” Proc., Jpn. Soc. Civ. Eng., 368, 265–274 (in Japanese).
Usuki, T.(1987). “The theory of curved multi-cell box girder bridges under consideration of cross-sectional distortion.” Struct. Eng./Earthquake Eng., 4(2), 277–287.
Usuki, T.(1994). “Rotational centers of plates regulating distortion of box girders.” J. Struct. Eng., 120(9), 2602–2622.
Van Zyl, S. (1978). “Analysis of curved segmentally erected prestressed concrete box girder bridges.” Structural Engineering and Structural Mechanics, Rep. No. UC/SESM 78-2, Univ. of California, Berkeley, Calif.
Vlasov, V. Z. (1965). “Thin-walled elastic beams.” OTS61-11400, National Science Foundation, Washington, D. C.
Waldron, P.(1985). “Elastic analysis of curved thin-walled girders including the effects of warping restraint.” Eng. Struct., 7(2), 93–104.
Waldron, P.(1988). “The significance of warping torsion in the design of straight concrete box-girder bridges.” Can. J. Civ. Eng., 15(5), 879–889.
Wasti, S. T., and Scordelis, A. C. (1982). “Comparative structural behaviour of straight, curved, and skew reinforced concrete box girder models.” Proc., NATO Advanced Study Institute on Analysis and Design of Bridges, Izmir, Turkey, 191–211.
William, K. J., and Scordelis, A. C.(1972). “Cellular structures of arbitrary plan geometry.” J. Struct. Div., 98(7), 1377–1394.
Williams, R. O. M., Cassell, A. C., and Boswell, L. F. (1992). “A computer design aid for prestressed box beams.” Proc., Inst. Civ. Eng. Struct. Bridges, 94, 61–72.
Williamson, D. M. (1974). “BEF analysis for cross-sectional deformation of curved box girders with internal diaphragms.” MS thesis, Carnegie-Mellon Univ., Pittsburgh.
Wright, R. N., Abdel-Samad, S. R., and Robinson, A. R.(1968). “BEF analogy for analysis of box girder.” J. Struct. Div., 94, 1719–1743.
Yabuki, T., and Arizumi, Y. (1989). “Provision on intermediate diaphragms spacing in curved steel-plated box-bridge-girders.” Proc., Jpn. Soc. Civ. Eng., 410, 37–46.
Yoo, C. H., Buchanan, J., Heins, C. P., and Armstrong, W. L.(1976). “Analysis of a continuous curved box girder bridge.” Transp. Res. Rec., 79, Transportation Research Board, Washington D.C. 61–71.
Zhang, L., and Huang, J. (1989). “Three-dimensional analysis of curved P. C. box girder bridges.” Proc., 6th Conf. on Computing in Civil Engineering, Atlanta, 867–874.
Zhang, S.(1987). “Distortional stresses in trapezoidal box section girder with single-cell and varying depth.” China Civ. Eng. J., 20(4), 62–73 (in Chinese).
Zhang, S. H., and Lyons, L. P. R.(1984). “Thin-walled box beam finite element for curved bridge analysis.” Comput. Struct. J., 18(6), 1035–1046.
Zokaie, T., Imbsen, R. A., and Osterkamp, T. A.(1991). “Distribution of wheel loads on highway bridges.” Transp. Res. Rec., 1290, Transportation Research Board, Washington D.C., 119–126.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 7Issue 2March 2002
Pages: 134 - 143

History

Received: Oct 5, 1999
Accepted: May 22, 2001
Published online: Mar 1, 2002
Published in print: Mar 2002

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Khaled M. Sennah, M.ASCE
Assistant Professor, Civil Engineering Dept., Ryerson Univ., Toronto, Ontario, Canada M5B 2K3.
John B. Kennedy, F.ASCE
University and Emeritus Professor, Dept. of Civil and Environmental Engineering, Univ. of Windsor, Windsor, Ontario, Canada N9B 3P4.

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