000021759 001__ 21759
000021759 005__ 20170622131303.0
000021759 04107 $$aeng
000021759 046__ $$k2017-06-15
000021759 100__ $$aPapadopoulos, Athanasios Ν.
000021759 24500 $$aDEVELOPMENT OF FEMA P-58 COMPATIBLE STORY LOSS FUNCTIONS: STEEL OFFICE BUILDINGS IN HIGH SEISMICITY REGIONS

000021759 24630 $$n6.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000021759 260__ $$bNational Technical University of Athens, 2017
000021759 506__ $$arestricted
000021759 520__ $$2eng$$aSince 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 buildingspecific risk assessment and loss estimation. The latter is carried out through a rigorous component-by-component procedure that requires a complete component inventory, along with fragility and repair cost information. A fully compatible story-based approach is investigated herein as a simplified alternative that can potentially reduce the required input data with only a minor drop in accuracy. As an example, a set of story loss functions relating story repair cost with story-level engineering demand parameters are derived for standard inventory makeups of low/midrise steel office buildings. Preliminary results for a 4-story steel building show a promising balance between accuracy and simplicity.

000021759 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000021759 653__ $$aPerformance-Based Earthquake Engineering (PBEE), Loss Estimation, FEMA P58, Story Loss Functions.

000021759 7112_ $$aCOMPDYN 2017 - 6th International Thematic Conference$$cRhodes Island (GR)$$d2017-06-15 / 2017-06-17$$gCOMPDYN2017
000021759 720__ $$aPapadopoulos, Athanasios Ν.$$iKazantzi, Athanasia$$iVamvatsikos, Dimitrios
000021759 8560_ $$ffischerc@itam.cas.cz
000021759 8564_ $$s946214$$uhttps://invenio.itam.cas.cz/record/21759/files/17839.pdf$$yOriginal version of the author's contribution as presented on CD, section: [MS19] Loss, Risk, Uncertainty and Nonlinear Modeling for Performance-Based Earthquake Engineering
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000021759 962__ $$r21500
000021759 980__ $$aPAPER