Add to ORKGAn unconventional retrofitting measure is proposed for existing bridges, which has the ability to reduce the seismic actions. This is mainly achieved by an external restraining system consisting of IPE-steel piles driven in the existing backfill soil and a restraining slab. The slab interacts with the deck slab of the existing multi-span simply supported (MSSS) bridge system and transmits part of its seismic actions to the piles and therefore to the backfill soil, which has the ability to dissipate part of the induced seismic energy. The proposed unconventional restraining system was implemented and analytically assessed in an existing MSSS bridge system. The study showed that the unconventional restraining system has the ability to reduce ...
In this paper, the efficiency of seismic isolation for seismic retrofitting of bridges with light su...
A common technique for the retrofit of existing structure is based on the installation of dissipativ...
A standard highway bridge has usually multi simple spans supported over piers by elastomeric bearing...
An unconventional retrofitting measure is proposed for existing bridges, which has the ability to re...
An external restraining system with steel piles is introduced under the main objective of the study,...
There are two alternative strategies that a designer may adopt and combine when faced with the retro...
An indirect retrofitting scheme for bridges is analytically studied and evaluated. The scheme is bas...
© 2019 Elsevier Ltd An external restraining system which is anchoring the bridge superstructure to t...
which are seismically inactive, according to current conceptual design of bridges, is achieved throu...
The current design of seismically isolated bridges usually combines the use of bearings and stoppers...
This paper investigated the seismic retrofitting of an existing cable-stayed bridge through the use ...
This paper investigated the seismic retrofitting of an existing cable-stayed bridge through the use ...
Feasibility of a proposed seismic retrofitting technique for typical bridges in the Central US has b...
An analytical investigation is performed aiming at identifying the applicability and the seismic eff...
The conventional design philosophy of bridges allows damage in the pier through yielding. A fuse-lik...
In this paper, the efficiency of seismic isolation for seismic retrofitting of bridges with light su...
A common technique for the retrofit of existing structure is based on the installation of dissipativ...
A standard highway bridge has usually multi simple spans supported over piers by elastomeric bearing...
An unconventional retrofitting measure is proposed for existing bridges, which has the ability to re...
An external restraining system with steel piles is introduced under the main objective of the study,...
There are two alternative strategies that a designer may adopt and combine when faced with the retro...
An indirect retrofitting scheme for bridges is analytically studied and evaluated. The scheme is bas...
© 2019 Elsevier Ltd An external restraining system which is anchoring the bridge superstructure to t...
which are seismically inactive, according to current conceptual design of bridges, is achieved throu...
The current design of seismically isolated bridges usually combines the use of bearings and stoppers...
This paper investigated the seismic retrofitting of an existing cable-stayed bridge through the use ...
This paper investigated the seismic retrofitting of an existing cable-stayed bridge through the use ...
Feasibility of a proposed seismic retrofitting technique for typical bridges in the Central US has b...
An analytical investigation is performed aiming at identifying the applicability and the seismic eff...
The conventional design philosophy of bridges allows damage in the pier through yielding. A fuse-lik...
In this paper, the efficiency of seismic isolation for seismic retrofitting of bridges with light su...
A common technique for the retrofit of existing structure is based on the installation of dissipativ...
A standard highway bridge has usually multi simple spans supported over piers by elastomeric bearing...