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1978

Fardis MN, Cornell CA. 1978. Containment Liner Seismic Reliability under Statistical Uncertainty. Nuclear Engineering and Design. 49:279-294.

Fardis MN, Cornell CA. 1978. Seismic soil-containment interaction: pipe safety. ASCE Journal of the Engineering Mechanics Division. 104:1353-1370. Abstract

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SERA/HITFRAMES TA project - Tests completed

April 30, 2020

HITFRAMES project: Hybrid testing of an existing steel frame with Infills under multiple earthquakes

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SERA/ARCO TA project - Tests completed

April 30, 2020

ARCO project: Effect of Axial Restraint on the Seismic Behaviour of Shear-Dominated Coupling Beams

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SERA/ARISTA TA project - Tests completed

November 7, 2018

SERA/ARISTA TA project: Τwo parallel, near-full-scale 3-storey, two-bay reinforced concrete frames with bars, connected at all three floor levels through transverse beams and slabs into a stable 3D test structure, loaded in its long direction was tested.

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SERA Project Transnational Access - 1st Call for proposals

June 27, 2017

Within the framework of project SERA "Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe", STRULAB is offering Transnational access to research teams. The 1st Call for proposals is open until August 31st, 2017.
The Call is available here

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Early-stage researcher position for XP-RESILIENCE project (ESR3)

March 27, 2017

MARIE-CURIE ITN Fellowship

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Latest experimental activities

June 26, 2015

Within the framework of research project PRESCIENT, the following tests were performed between April 2014 and May 2015:
- Two-span RC slab substructure with loss of external support (Specimen No.1).
- Two-span RC slab substructure with loss of external support (Specimen No.2).

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PRESCIENT_latest_tests.pdf

Tests on RC slabs

April 7, 2014

Prescient project: The contribution and performance of RC slabs in the progressive collapse of structures subjected to accidental loads is investigated via testing a substructure of a two-span slab. A 2/3 scaled RC slab substructure designed according to current code procedures was tested quasi-statically.

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