Near-fault isolation of cable-stayed bridges using RNC isolator

Faculty Engineering Year: 2013
Type of Publication: ZU Hosted Pages: 327–342
Authors:
Mohammed Ismail Abdelkarim Mostafa
Journal: Engineering Structures Elsevier Volume: 56
Keywords : Near-fault isolation , cable-stayed bridges using , isolator    
Abstract:
This paper investigates the near-fault (NF) seismic performance of a recent isolation system, referred to as Roll-N-Cage (RNC) isolator, considering the cable-stayed Bill Emerson Memorial Bridge in Missouri, USA. Under NF ground motion, t
    
     
 
       

Author Related Publications

  • Mohammed Ismail Abdelkarim Mostafa, "Reduced-order coupled bidirectional modeling of the Roll-N-Cage isolator with application to the updated bridge benchmark", Springer, 2015 More
  • Mohammed Ismail Abdelkarim Mostafa, "Inner pounding control of the RNC isolator and its impact on seismic isolation efficiency under near‐fault earthquakes", Elsevier, 2015 More
  • Mohammed Ismail Abdelkarim Mostafa, "Elimination of torsion and pounding of isolated asymmetric structures under near-fault ground motions", Wiley, 2015 More
  • Mohammed Ismail Abdelkarim Mostafa, "Novel hexapod-based unidirectional testing and FEM analysis of the RNC isolator", Wiley, 2015 More
  • Mohammed Ismail Abdelkarim Mostafa, "An isolation device for near-fault ground motions", Wiley, 2013 More

Department Related Publications

  • Eshak Ibrahiem Eshak Hana, "Influence Surfaces of Rectangular Plates with Different Support Conditions – Part2", 4th Arab Structural Eng. Conference, Vol.2, Cairo Univ., Nov. 1991., 1991 More
  • Eshak Ibrahiem Eshak Hana, "Design Aids and Comparative Study of Elastomeric Bearings for Bridges", Engineering Bulletin, Ain-Shams Univ., Vol.28, No.1, March 1993., 1993 More
  • Rania Mohamed Samier Mohamed Kamal Amien, "EFFECT OF DAMAGE ON THE STRUCTURAL TIME PERIOD", لايوجد, 1900 More
  • Atef Eraky Bakry Amien, "New", لايوجد, 1900 More
  • Hebaallah Mohamed Ali Wahba, "Effect of Cracking and Slab Openings on Lateral Behavior of Tall Buildings.", American Society of Civil Engineers (ASCE) 6th International Engineering & Construction Conference (IECC’6), Vol. 2, pp.839 – 851., 2010 More
Tweet