The European Laboratory for Structural Assessment performs tests of full-size specimens of civil engineering structures and contributes to the scientific knowledge on the behaviour of different structural typologies. Many of the testing campaigns are oriented to the improvement of design standards such as the Eurocode8, which is the European standard for seismic design of structures. The classic step-by-step Pseudo-dynamic (PsD) testing method is well suited for such huge specimens and is relatively easy to implement, including the case of substructuring, but imposes a very low execution speed of the test. A substantial improvement is introduced by the continuous PsD method that allows for a faster execution of the test and improves the qua...
In the framework of the SAFECAST Project, a full-scale three-storey precast building was subjected t...
The assessment of the seismic performance of an old concrete bridge was conceived within the RETRO T...
Following the discussion of the available experimental techniques for the dynamic testing of structu...
During the last decade, the European Laboratory for Structural Assessment (ELSA) has played a major ...
The paper provides a description of the experimental techniques which can be used for the dynamic te...
A brief summary of the European research involving Large-scale testing is given. Present and near fu...
In the framework of the SAFECAST Project, a full-scale three-storey precast building was subjected t...
In this paper, the experimental activity carried out in the framework of the EC-funded research proj...
Within the NEFOREEE project, a one-storey one-bay steel frame model was tested at different shaking ...
AbstractIn the framework of the SAFECAST Project, a full-scale three-storey precast building was sub...
The ELSA laboratory is provided with a large reaction-wall facility and has acquired its best expert...
Within the project SPEAR, a full-size three-storey non-symmetric RC building has been seismically te...
The paper describes the innovative hardware and sotware aspects related to the implementation of the...
This paper presents an evaluation of structure performances in terms of forces and deformations on a...
In the framework of the research activity of the ELSA Laboratory of the Joint Research Centre, pseud...
In the framework of the SAFECAST Project, a full-scale three-storey precast building was subjected t...
The assessment of the seismic performance of an old concrete bridge was conceived within the RETRO T...
Following the discussion of the available experimental techniques for the dynamic testing of structu...
During the last decade, the European Laboratory for Structural Assessment (ELSA) has played a major ...
The paper provides a description of the experimental techniques which can be used for the dynamic te...
A brief summary of the European research involving Large-scale testing is given. Present and near fu...
In the framework of the SAFECAST Project, a full-scale three-storey precast building was subjected t...
In this paper, the experimental activity carried out in the framework of the EC-funded research proj...
Within the NEFOREEE project, a one-storey one-bay steel frame model was tested at different shaking ...
AbstractIn the framework of the SAFECAST Project, a full-scale three-storey precast building was sub...
The ELSA laboratory is provided with a large reaction-wall facility and has acquired its best expert...
Within the project SPEAR, a full-size three-storey non-symmetric RC building has been seismically te...
The paper describes the innovative hardware and sotware aspects related to the implementation of the...
This paper presents an evaluation of structure performances in terms of forces and deformations on a...
In the framework of the research activity of the ELSA Laboratory of the Joint Research Centre, pseud...
In the framework of the SAFECAST Project, a full-scale three-storey precast building was subjected t...
The assessment of the seismic performance of an old concrete bridge was conceived within the RETRO T...
Following the discussion of the available experimental techniques for the dynamic testing of structu...