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Untitled
The Institute of Theoretical and Applied Mechanics
5
records found
Search took 0.03 seconds.
1.
Original version of the author's contribution as presented on CD, section: .:
PDF
A NEXT GENERATION SCALAR INTENSITY MEASURE FOR ANALYTICAL VULNERABILITY STUDIES
Kazantzi, Athanasia
;
Vamvatsikos, Dimitrios
To assess the seismic performance of a structural system within an analytical context, we need, among others, to specify a ground motion Intensity Measure (IM). The wary [...]
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2.
Original version of the author's contribution as presented on CD, section: [MS19] Loss, Risk, Uncertainty and Nonlinear Modeling for Performance-Based Earthquake Engineering .:
PDF
DEVELOPMENT OF FEMA P-58 COMPATIBLE STORY LOSS FUNCTIONS: STEEL OFFICE BUILDINGS IN HIGH SEISMICITY REGIONS
Papadopoulos, Athanasios Ν.
;
Kazantzi, Athanasia
Since their release in 2012, the FEMA P-58 guidelines for seismic performance assessment of buildings have been regarded as the state-of-the-art paradigm for buildingspec [...]
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3.
Original version of the author's contribution as presented on CD, Paper ID: 08-01-0070.:
PDF
Probabilistic Seismic Assessment of a Regular Steel MRF Designed to Eurocode 8 Provisions
Kazantzi, Athanasia
;
Chryssanthopoulos, Marios
The studies undertaken following the Northridge and Kobe earthquakes in 1994 and 1995, during which many steel buildings were hampered by unsatisfactory connection behavi [...]
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4.
Original version of the author's contribution as presented on CD, paper No. 0136.:
PDF
A study on the correlation between dissipated hysteretic energy and seismic performance
Kazantzi, Athanasia
;
Vamvatsikos, Dimitrios
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5.
Original version of the author's contribution as presented on CD, paper No. 104.:
PDF
SEISMIC RELIABILITY OF AN EC8-DESIGNED STEEL MOMENT RESISTING FRAME
Kazantzi, Athanasia K.
;
Righiniotis, Timothy D.
So far, the majority of the work carried out on the reliability of steel Moment Resisting Frames (MRFs) has focused on buildings typical of US design and construction pra [...]
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