An innovative hysteretic damper with adaptive post-elastic stiffness for seismic protection of bridges

Author:

Dicleli M.,Salem Milani A.

Publisher

IOS Press

Subject

Building and Construction

Reference7 articles.

1. Agrawal AK , He WL . A closed-form approximation of near-fault ground motion pulses for flexible structures. Proceedings of Engineering Mechanics Conference. American Society of Civil Engineers. 2002.

2. Performance of seismic-isolated bridges with and without elastic-gap de-vices in near-fault zones;Dicleli;Earthquake Engineering & Structural Dynamics,2008

3. Dowling NE . Mechanical Behavior of Materials; Methods for Deformation, Fracture and Fatigue. Third Edition, Prentice-Hall, 2006.

4. Infanti S , Castellano MG . Seismic protection of bridges through isolation and ener-gy dissipation devices. Proceedings of Indian Institute of Bridge Engineers (IIBE). National Conference, Chennai, India, 2004.

5. Comparison of dynamic response of isolated and non-isolated continuous girder bridges subjected to near-fault ground motions;Liao;Engineering Structures,2004

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