Abstract
Damage suffered by slab-on-girder steel bridges during low-to-moderate seismic excitations reveal the deficiency of standards and codes and indicate the necessity of obtaining insight to the lateral load path and the capacity of individual component and assembled systems. In this paper, to improve the seismic performance of this type of bridges, the lateral load path was initially studied. Subsequently, thin steel infill plates were placed on the seismic load path to dissipate the imposed energy. The results indicate that the use of stocky infill plates with common yielding stress as end diaphragms leads to elastic behaviour of the end diaphragm, at least up to displacement corresponded to the ultimate strength of the substructures, whereas thinner infill plates with low yield stress exhibit an appropriate energy dissipation capacity, and a significant amount of transmitted lateral load will be decreased through their plastic deformation.
Similar content being viewed by others
References
AASHTO (1961). Standard specifications for highway bridges. 8th Ed., American Association of State Highway and Transportation Officials, Washington, DC.
Alavi, E. and Nateghi, F. (2013). “Experimental study on diagonally stiffened steel plate shear walls with central perforation.” Journal of Constructional Steel Research, 89, pp. 9–20.
Astaneh-Asl, A. (1994). Seismic performance of steel bridges during the 1994 northridge earthquake. Report to the California DOT, April 1994, Report No. UCB/CESTEEL- 94/01, Department Civil Engineering, College of Engineering, University of California at Berkeley.
Bahrami, H., Buckle, I., and Itani, A. (2007). “Seismic response of steel bridges with decoupled ductile endcross frames.” Proc. US- Italy Seismic Bridge Workshop, Georgia Institute of Technology, pp. 1–11.
Bahrami, H., Itani, A. M., and Buckle, I. G. (2010). Guidelines for the seismic design of ductile and cross frames in steel girder bridge superstructures. Report No. CCEER 09-04, Center for Civil Engineering Earthquake Research, University of Nevada, Reno.
Behbahanifard, M. R., Grondin, G. Y., and Elwi, A. E. (2003). Experimental and numerical investigation of steel plate shear walls. Structural Engineering Report 254, University of Alberta.
Berman, J. W. (2011). “Seismic behavior of code designed steel plate shear walls.” Engineering Structures, 33(1), pp. 230–244.
Berman, J. W. and Bruneau, M. (2005). “Experimental investigation of light- gauge steel plate shear walls.” Journal of Structural Engineering, 131(2), pp. 259–267.
Berman, J. W., Celik, O. C., and Bruneau, M. (2005). “Comparing hystereticbehavior of light-gauge steel plate shear walls and braced frames.” Engineering Structures, 27(3), pp. 475–485.
Bhowmick, A. K., Grondin, G. Y., and Driver, R. G. (2011). “Estimating fundamental periods of steel plate shear walls.” Engineering Structures, 33(6), pp. 1883–1893.
Bruneau, M., Wilson, J. C., and Tremblay, R. (1996). “Performance of steel bridges during the 1995 Hyogo- Ken Nanbu (Kobe, Japan) earthquake.” Canadian Journal of Civil Engineering, 23(3), pp. 678–713.
Buckle, I., Itani, A., and Carden, L. (2010). “Recent developments in the seismic design of bridges with steelplate girder superstructures.” Journal of Earthquake Engineering, 14(8), pp. 1113–1138.
Carden, L. P., Itani, A. M., and Buckle, I. G. (2006a). “Seismic performance of steel girder bridges with ductile cross frames using single angle x braces.” Journal of Structural Engineering, 132(3), pp. 329–337.
Carden, L. P., Itani, A. M., and Buckle, I. G. (2006b). “Seismic performance of steel girder bridges with ductile cross frames using buckling-restrained braces.” Journal of Structural Engineering, 132(3), pp. 338–345.
Chen, S.-J. and Jhang, C. (2011). “Experimental study of low-yield-point steel plate shear wall under in-plane load.” Journal of Constructional Steel Research, 67(6), pp. 977–985.
Dicleli, M. and Bruneau, M. (1995). “Seismic performance of single-span simply supported and continuous slab-ongirder steel highway bridges.” Journal of Structural Engineering, 121(10), pp. 1497–1506.
Dowden, D. M., Purba, R., and Bruneau, M. (2011). “Behavior of self-centering steel plate shear walls and design considerations.” Journal of Structural Engineering, 138(1), pp. 11–21.
Driver, R. G., Kulak, G. L., Kennedy, D. L., and Elwi, A. E. (1998). “Cyclic test of four-story steel plate shear wall.” Journal of Structural Engineering, 124(2), pp. 112–120.
Habashi, H. and Alinia, M. (2010). “Characteristics of the wall-frame interaction in steel plate shear walls.” Journal of Constructional Steel Research, 66(2), pp. 150–158.
Itani, A. M., Bruneau, M., Carden, L., and Buckle, I. G. (2004). “Seismic behavior of steel girder bridge superstructures.” Journal of Bridge Engineering, 9(3), pp. 243–249.
Kharrazi, M. H., Ventura, C. E., and Prion, H. G. (2010). “Analysis and design of steel plate walls: analytical model.” Canadian Journal of Civil Engineering, 38(1), pp. 49–59
Lubell, A. S., Prion, H. G., Ventura, C. E., and Rezai, M. (2000). “Unstiffened steel plate shear wall performance under cyclic loading.” Journal of Structural Engineering, 126(4), pp. 453–460.
Nie, J.-G., Zhu, L., Fan, J.-S., and Mo, Y.-L. (2013). “Lateral resistance capacity of stiffened steel plate shear walls.” Thin-Walled Structures, 67, pp. 155–167.
Qu, B., Guo, X., Chi, H., and Pollino, M. (2012). “Probabilistic evaluation of effect of column stiffness on seismic performance of steel plate shear walls.” Engineering Structures, 43, pp. 169–179.
Sabelli, R. and Bruneau, M. (2007). Design guide 20: steel plate shear walls, American Institute of Steel Construction. Chicago, IL, USA.
Shinozuka, M. (1995). The hanshin-awaji earthquake of january 17, 1995 performance of lifelines. Technical Report NCEER, 95.
Zahrai, S. M. and Bruneau, M. (1998a). “Impact of diaphragms on seismic re- sponse of straight slab-ongirder steel bridges.” Journal of Structural Engineering, 124(8), pp. 938–947.
Zahrai, S. M. and Bruneau, M. (1998b). Seismic retrofit of slab-on-girder steel bridges using ductile end diaphragms. Report No. OCEERC, pp. 98–20.
Zahrai, S. M. and Bruneau, M. (1999a). “Cyclic testing of ductile end diaphragms for slab-on-girder steel bridges.” Journal of Structural Engineering, 125(9), pp. 987–996.
Zahrai, S. M. and Bruneau, M. (1999b). “Ductile enddiaphragms for seismic retrofit of slab-on-girder steel bridges.” Journal of Structural Engineering, 125(1), pp. 71–80.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Jamshidi, M., Majid, T.A. & Bunnor, N.M. Seismic behaviour of slab-on-girder steel bridges equipped with ductile steel infill plate end diaphragms. Int J Steel Struct 15, 459–472 (2015). https://doi.org/10.1007/s13296-015-6015-4
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s13296-015-6015-4