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Structural Engineering International Volume 24, 2014 - Issue 3
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Technical Report

Application of Structural Fuse Concept to Bridge Joint Design

Huanzi WangAECOM Technology, Oakland, USA
(Sr Bridge Eng.) &
Qian WangCivil and Environmental Engineering, Manhattan College, Riverdale, NY, USA Contact: [email protected]
(Asst. Prof.)
Pages 428-431 | Published online: 23 Mar 2018

References

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  • Roeder C, Popov E. Inelastic behavior of eccentrically braced steel frames under cyclic loadings. Report No. UCB-77/17, Earthquake Engineering Center, University of California, Berkeley, CA, 1977.
  • El-Bahey S, Bruneau M. Bridge piers with structural fuses and bi-steel columns. 1: experimental testing. ASCE J. Bridge Eng. 2012; 17(1): 25–35.
  • American Association of State Highway and Transportation Officials. Guide Specifications for LRFD Seismic Bridge Design, 2nd edn. Washington, DC, 2011.
  • Comité Européen de Normalisation (CEN). Eurocode 8: Design of Structures for Earthquake Resistance. Part 1: General Rules, Seismic Actions and Rules for Buildings. 2004.
  • American Association of State Highway and Transportation Officials. AASHTO LRFD Bridge Design Specification, 6th edn. Washington, DC, 2012.
  • Silva, PF, Megally S, Seible F. Seismic performance of sacrificial interior shear keys. ACI Mater. J. 2003; 100(2): 177–187.
  • Bozorgzadeh A, Megally S, Restrepo JI, Ashford SA. Capacity evaluation of exterior sacrificial shear keys of bridge abutments. ASCE J. Bridge Eng. 2006; 11(5): 555–565.
  • ACI Committee 345. Guide for Widening Highway Bridges. American Concrete Institute: Farmington Hills, MI, 1998.
  • Sprinkel MM, Weyers R, Blevins C, Ramninceanu A, Weyers SA. Failure and repair of deck closure pour on interstate 81. Transp. Res. Rec. J. Transp. Res. Board 2010, No. 2150; 119–128.
  • Caltrans. Caltrans Memo to Designers. Widening existing bridges. Sacramento, CA, 2010.

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