Civil Engineering Reference
In-Depth Information
[1.21] D.J. Hodson, Live load test and finite element analysis of a box girder bridge for the
long term bridge performance program. A thesis submitted for the degree of M. Sc.,
Utah State University, Utah, USA, 2010.
[1.22] S. Tande, K. Parate, A. Bargir, Nonlinear Seismic Analysis of Bridges: Finite Element
Analysis, LAP LAMBERT Academic Publishing, 2012.
[1.23] American Association of State Highway and Transportation Officials, AASHTO
LRFD Bridge Design Specifications (SI Units), third ed., AASHTO, Washington,
DC, 2005.
[1.24] American Association of State Highway and Transportation Officials, LRFDUS-6-
E1, Errata to LRFD DESIGN, sixth ed., AASHTO, Washington, DC, 2012.
[1.25] AREMA, Manual for Railway Engineering, AREMA, Landover, MD, 2011.
[1.26] BS 5400-3, Code of Practice for Design of Steel Bridges, British Standards Institution,
2004.
[1.27] EC3. Eurocode 3—design of steel structures—part 2: steel bridges, Code of Practice
for Design of Steel Bridges, BS EN 1993-2, British Standards Institution, 2006.
[1.28] EC4. Eurocode 4—design of composite steel and concrete structures—part 2: general
rules and rules for bridges, Code of Practice for Design of Steel Bridges, BS EN 1994-
2, British Standards Institution, 2005.
[1.29] ABAQUS Standard User's Manual, Hibbitt, Karlsson and Sorensen, Inc., vols. 1-3,
Version 6.11-1, USA, 2011.
[1.30] A. Zureick, D. Linzell, R.T. Leon, J. Burrell, Curved steel I-girder bridges: exper-
imental and analytical studies, Eng. Struct. 22 (2000) 180-190.
[1.31] P.F. McManus, G.A. Nasir, C.G. Culver, Horizontally curved girders-state of the art,
J. Struct. Div. ASCE 95 (ST5) (1969) 853-870.
[1.32] ASCE-AASHTO, Task Committee on Curved Girders. Curved steel box-girder
bridges: a survey, J. Struct. Div. ASCE 104 (ST11) (1978) 1719-1739.
[1.33] H. Nakai, C.H. Yoo, Analysis and Design of Curved Steel Bridges, McGraw-Hill,
New York, 1988.
[1.34] A., Zureick, R. Naqib, J. Yadlosky, Curved steel bridge research project, interim
report I: synthesis, Report No. FHWA-RD-93-129, Federal Highway Administra-
tion, December 1994.
[1.35] J.E. Padgett, R. DesRoches, Three-dimensional nonlinear seismic performance eval-
uation of retrofit measures for typical steel girder bridges, Eng. Struct. 30 (2008)
1869-1878.
[1.36] S.N. Shoukry, M.Y. Riad, G.W. William, Longterm sensor-based monitoring of an
LRFD designed steel girder bridge, Eng. Struct. 31 (2009) 2954-2965.
[1.37] AASHTO, American Association of State Highway and Transportation Officials,
Bridging the Gap, July 2008.
[1.38] J. Cheng, Q.S. Li, Reliability analysis of a long span steel arch bridge against
wind-induced stability failure during construction, J. Constr. Steel Res. 65 (2009)
552-558.
[1.39] H. Yoo, D.H. Choi, Improved system buckling analysis of effective lengths of girder
and tower members in steel cable-stayed bridges, Comput. Struct. 87 (2009) 847-860.
[1.40] J. Cheng, Optimum design of steel truss arch bridges using a hybrid genetic algorithm,
J. Constr. Steel Res. 66 (2010) 1011-1017.
[1.41] S.A. Hamidi, F. Danshjoo, Determination of impact factor for steel railway bridges
considering simultaneous effects of vehicle speed and axle distance to span length
ratio, Eng. Struct. 32 (2010) 1369-1376.
[1.42] Y.H. Huang, R.H. Wang, J.H. Zou, Q. Gan, Finite element analysis and experimen-
tal study on high strength bolted friction grip connections in steel bridges, J. Constr.
Steel Res. 66 (2010) 803-815.
[1.43] T. Guo, Y.W. Chen, Field stress/displacement monitoring and fatigue reliability
assessment of retrofitted steel bridge details, Eng. Fail. Anal. 18 (2011) 354-363.
 
 
Search WWH ::




Custom Search