Projects order by:
Internal Representation:
Public Projects
Skip Navigation Links.
Collapse Public ProjectsPublic Projects
Collapse Literature RC BeamsLiterature RC Beams
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Seismic Behaviour of precast concrete structures with respect to Eurocode 8 (Co- Normative Research) Seismic Behaviour of precast concrete structures with respect to Eurocode 8 (Co- Normative Research)
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Literature RC WallsLiterature RC Walls
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Literature RC ColumnsLiterature RC Columns
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Seismic Performance Assessment and Rehabilitation of Existing BuildingsSeismic Performance Assessment and Rehabilitation of Existing Buildings
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Optimum Design of Passive Controlled Steel Frame StructuresOptimum Design of Passive Controlled Steel Frame Structures
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Innovative Technologies and Materials for Seismic Protection of Historical BuildingsInnovative Technologies and Materials for Seismic Protection of Historical Buildings
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Seismic retrofitting of historical masonry wallsSeismic retrofitting of historical masonry walls
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Seismic Retrofit of Existing Sub-Standard RC Members Under Reversed Cyclic Flexural EffectsSeismic Retrofit of Existing Sub-Standard RC Members Under Reversed Cyclic Flexural Effects
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse External Confinement of Concrete with Post-Tensioned CFRP SheetsExternal Confinement of Concrete with Post-Tensioned CFRP Sheets
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Effect of Short-Term Sustained Loading on Axial Behavior of Concrete Confined by Fiber-Reinforced Polymer SheetsEffect of Short-Term Sustained Loading on Axial Behavior of Concrete Confined by Fiber-Reinforced Polymer Sheets
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Performance of Innovative Mechanical Connections in Precast Building Structures Under Seismic ConditionsPerformance of Innovative Mechanical Connections in Precast Building Structures Under Seismic Conditions
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Seismic Soil Structure Interaction of Shallow foundation - SERIES Cross Validation of Centrifuge Testing - IFSTTAR ContributionSeismic Soil Structure Interaction of Shallow foundation - SERIES Cross Validation of Centrifuge Testing - IFSTTAR Contribution
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Pseudodynamic Tests on 4-storey Nonductile Frames with RC Infilling of the BayPseudodynamic Tests on 4-storey Nonductile Frames with RC Infilling of the Bay
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse High-performance composite-reinforced earthquake resistant buildings with self-aligning capabilitiesHigh-performance composite-reinforced earthquake resistant buildings with self-aligning capabilities
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Shake table tests of historic architecture retrofitted with energy dissipatorsShake table tests of historic architecture retrofitted with energy dissipators
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Modeling Of Dynamic Behavior Of Box Shaped Underground Structures In SandModeling Of Dynamic Behavior Of Box Shaped Underground Structures In Sand
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Full scale testing of modern unreinforced thermal insulation clay block masonry housesFull scale testing of modern unreinforced thermal insulation clay block masonry houses
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Investigation of seismic performance of multi-storey timber buildingsInvestigation of seismic performance of multi-storey timber buildings
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Study of Multi-building Interactions and Site-City Effect through an idealised experimental modelStudy of Multi-building Interactions and Site-City Effect through an idealised experimental model
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Experimental and Numerical Investigations of Nonlinearity in soils using Advanced Laboratory-Scaled modelsExperimental and Numerical Investigations of Nonlinearity in soils using Advanced Laboratory-Scaled models
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Investigation of the seismic behaviour of shallow rectangular underground structures in soft soils using centrifuge experiments Investigation of the seismic behaviour of shallow rectangular underground structures in soft soils using centrifuge experiments
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Assessment of innovative solutions for non-load bearing masonry enclosuresAssessment of innovative solutions for non-load bearing masonry enclosures
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Innovative Materials, Technologies and Design Methods for Strengthening and Upgrade of Transportation InfrastructuresInnovative Materials, Technologies and Design Methods for Strengthening and Upgrade of Transportation Infrastructures
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Shaking Table Testing of a Cold-Formed Thin-walled Steel Profile Structure – Hardell TypeShaking Table Testing of a Cold-Formed Thin-walled Steel Profile Structure – Hardell Type
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Collapse Soil Structure Interaction - Centrifuge Modelling at UCAMSoil Structure Interaction - Centrifuge Modelling at UCAM
Expand Specimen LevelSpecimen Level
Expand Experiment LevelExperiment Level
Expand Computation LevelComputation Level
Expand Signal LevelSignal Level
Partner Projects
Search Results

SearchHelp

Investigators
Infrastructure

There are no downloadable items on this Project


Tip:To select more than one values in the same category press and hold ctrl. To unselect a value hold ctrl and click the value.



      Project







      Specimen



      Experiment





     Computation




      Signal



Tip: Use double quotes in a set of words if you want the exact words in the exact order(e.g. "Structural Dynamics Laboratories").Use * for any unknown keywords(e.g. structural* will return structural dynamics laboratory and structural performance-deficient but structural * laboratory will return only structural dynamics laboratory ) Use AND if you want all the words to included in your search results (e.g. PERC AND PEM). Use the OR operator if you want either one of several words(e.g. PERC AND PEM).

Structured Search






About SERIES Data Access Portal


The creation of the distributed database aims to improve the dissemination and use of experimental results and to foster the impact of earthquake engineering research on practice, innovation and earthquake risk mitigation.This requires harmonisation and unification of the European databases in earthquake engineering and the possibility of accessing, through a unique portal, the data stored at different database nodes which are able to dialog with the central portal using a common communication protocol.

"The mission of the Data Access Portal is to foster a sustainable culture of co-operation among all of the research infrastructures and teams that are active in earthquake engineering in Europe"

This requires harmonisation and unification of the European databases in earthquake engineering and the possibility of accessing, through a unique portal, the data stored at different database nodes which are able to dialog with the central portal using a common communication protocol.
Upatras LNEC 1 Upatras LNEC 1 Upatras LNEC 1 Upatras LNEC 1 Upatras LNEC 1

Recently Published project

Soil Structure Interaction - Centrifuge Modelling at UCAM: Shallow Foundation
... more
External Confinement of Concrete with Post-Tensioned CFRP Sheets: No description available
... more
Seismic retrofitting of historical masonry walls: No description available
... more
Effect of Short-Term Sustained Loading on Axial Behavior of Concrete Confined by Fiber-Reinforced Polymer Sheets: No description available
... more
Seismic Retrofit of Existing Sub-Standard RC Members Under Reversed Cyclic Flexural Effects: No description available
... more
Literature RC Beams: The RC Beams database contains material, geometric and mechanical properties of Reinforced Concrete Beams subjected to monotonic or cyclic loading, along with load-deflection experimental results. The database was assembled from existing experimental data collected from the international literature
... more
Optimum Design of Passive Controlled Steel Frame Structures: The Institute of Earthquake Engineering and Engineering Seismology (IZIIS) at the University "Rt Cyril and Methodius", Skopje, Republic of Macedonia, represents a leading national centre for investigations in the field of Earthquake Engineering and the latest technologies of construction. IZIIS was
... more
Performance of Innovative Mechanical Connections in Precast Building Structures Under Seismic Conditions: The seismic behaviour of connections in precast construction systems has been largely recognized as a crucial matter to be addressed both by the industry sector and by the related research community. In spite of this situation, the complexity of the problem and the variety of inherent issues to be h
... more
Seismic Behaviour of precast concrete structures with respect to Eurocode 8 (Co- Normative Research) : This research is a part of the first Work Package of PRECAST STRUCTURES EC8 – “Seismic Behaviour of precast concrete structures with respect to Eurocode 8 (Co- Normative Research)’ project Task 1.5. The principal conclusion, which is expected from these experiments, is the behaviour of the joints be
... more
Shaking Table Testing of a Cold-Formed Thin-walled Steel Profile Structure – Hardell Type: The purpose of the present contract is the shaking table testing of a HARDELL type of structure made of thin-walled steel profiles with a 4 x 4 m area and a height of 6 m. The structure is made out of CW 147/52/1.5 steel profiles (channel shape profile with the height of 147 mm, the width of 53 mm a
... more
Seismic Soil Structure Interaction of Shallow foundation - SERIES Cross Validation of Centrifuge Testing - IFSTTAR Contribution: This project aims are : - validation of experimental practice through cross validation of experimental results on SSI responses with building models (SDOF) on shallow foundations laid on the soil surface, - parametric strudy of SSI response in the soil and on the building (accelerometers and laser d
... more
Experimental and Numerical Investigations of Nonlinearity in soils using Advanced Laboratory-Scaled models: Study of the propagation of an earthquake through surface layers looking for non linear responses and comparing the response to natural input, "equivalent" input - along with La Sapienza University Roma LEMA-DES software, and an equivalent sine input. Four different layers were experimented : homog
... more
Modeling Of Dynamic Behavior Of Box Shaped Underground Structures In Sand: Parametric study of the deformation of square section shallow burried in dry sand tunnels submitted to sine inputs. The parameters of the study are: - the thickness of the walls of the tunnel (3 thicknesses) - the frequency of the sine input (2 and 3.5 Hz) - the amplitude of the sine input (0.25 and
... more
Investigation of the seismic behaviour of shallow rectangular underground structures in soft soils using centrifuge experiments : Parametric study of the deformation of square section shallow burried in dry sand tunnels submitted to sine inputs. The parameters of the study are: - the thickness of the walls of the tunnel (3 thicknesses) - the frequency of the sine input (2 and 3.5 Hz) - the amplitude of the sine input (0.25 and
... more
Innovative Materials, Technologies and Design Methods for Strengthening and Upgrade of Transportation Infrastructures: No description available
... more
Innovative Technologies and Materials for Seismic Protection of Historical Buildings: No description available
... more
Study of Multi-building Interactions and Site-City Effect through an idealised experimental model: Summary
... more
High-performance composite-reinforced earthquake resistant buildings with self-aligning capabilities: This project is based on previous successful studies performed by the members of this team where scaled and full-scale prototypes of self-aligning frames were used. In the previous studies,it was shown that laminated wood frames with local composite reinforcement resist significant inertia forces.
... more
Full scale testing of modern unreinforced thermal insulation clay block masonry houses: Full-scale shake table tests on an industrial solution for buildings using a modern unreinforced thermal insulation clay block masonry structure
... more
Investigation of seismic performance of multi-storey timber buildings: Full-scale shake table tests of different timber building systems
... more
Assessment of innovative solutions for non-load bearing masonry enclosures: Experimental shake table evaluation of the in-plane and out-of-plane seismic response of RC frames with masonry walls
... more
Shake table tests of historic architecture retrofitted with energy dissipators: Validation of dissipative devices and assessment of their effectiveness for the improvement of the seismic behaviour of masonry structure
... more
Pseudodynamic Tests on 4-storey Nonductile Frames with RC Infilling of the Bay: Summary
... more
Literature RC Walls: The RC Walls database contains material, geometric and mechanical properties of Reinforced Concrete Structural Walls subjected to monotonic or cyclic loading, along with load-deflection experimental results. The database was assembled from existing experimental data collected from the international
... more
Literature RC Columns: The RC Columns database contains material, geometric and mechanical properties of Reinforced Concrete Structural Columns subjected to monotonic or cyclic loading, along with load-deflection experimental results. The database was assembled from existing experimental data collected from the internatio
... more
Seismic Performance Assessment and Rehabilitation of Existing Buildings: Summary
... more

Exchage Data Format

The European scientific community is currently fragmented with each laboratory holding experimental data with a unique local data model and user interface, language and scheme. As a consequence, the dissemination and use of these experimental results outside of the laboratory where they are produced can be problematic. To overcome this, it is proposed to add a layer on top of the existing local databases that is accessible through a unique Data Access Portal. The aim is not to build a central database where local databases either migrate or merge but instead to provide centralised access to database nodes that are distributed over the network which are able to dialog with a central portal in a uniform manner. For achieving the aformentionoed goal a common Exchange Data Format is needed

••• more

User Manual

From a conceptual point of view the Data Access Portal has been designed to act as an information space. Taking the above into consideration Data Access Portal supports two complementary modes of information retrieval: a) direct navigation mechanism which allows users to browse through the published projects by interacting with a tree view control which is always visible at the left side of the web application. This panel contains all the available published projects which are structured according to the Exchanged Data Format b) direct search functionality which is a structured keyword-based search where can be found specific information based on exchange data format keywords

••• more