Ahmadetal2010-RC-Irregular-NonDuctile-2storeys-
Description
Reinforced Concrete moment resisting frame, bare - irregular - Non-ductile - Reinforced concrete rigid floor system- 2storeys
Euro-Mediterranean Regions ( Greek, Italy, Turkey)
Sample Data. Buildings: 400 sample reinforced concrete buildings from a given class (say Low Rise). Prototype buildings designed to simulate the existing Euro-Mediterranean buildings (Greece, Italy, Turkey in particular) analyzed dynamically to derive equivalent static SDOF system using NLTHA. Mainly the limit state secant period and displacement capacity models are developed. $Paragraph$Seismic Hazard: 10 natural accelerograms from USA and IBC-2006 rock spectra (for fragility derivation).$Paragraph$Uncertainties in lateral stiffness, strength, and damage limit states are expressed by using controlled Monte Carlo simulations. The possibility of beam-sway and column-sway structures are considered within each building class which are identified for assessment using the flexibility-based sway index. On the other hand, large number of randomly generated linear displacement response spectra are used for the derivation of fragility functions.$Paragraph$The considered building stock represents the Euro-Mediterranean buildings in general and Greek, Italian and Turkish building stock in particular.
Fragility parameters: Medians=[0.016, 0.022, 0.045, 0.068], Standard deviations=[0.004, 0.008, 0.02, 0.034]
Syner-G taxonomy: FRM=MRF
FRMM1=None FRMM2=RC NS=2
P=IR E=R C=B
CM= D=ND FS=R
FSM=RC DRS=None RSM=
HL=None CL= Taxonomy link: https://publications.jrc.ec.europa.eu/repository/bitstream/JRC80560/lbna25883enn.pdf
Reference
SYNER-G Report: https://cordis.europa.eu/docs/results/244061/final1-syner-g-final-report.pdf. | N. Ahmad, H. Crowley, & R. Pinho, Analytical fragility functions for reinforced concrete and masonry buildings and building aggregates, UPAV-Internal Report, 2010
License
This work is shared in an open access format according to the European Commission's guidelines for the FP7-ENV-2009-1 projects. See also https://cordis.europa.eu/project/id/244061/results
Exposure attributes
| Primary hazard: |
Earthquake |
| Secondary hazard: |
-- |
| Continent: |
Europe |
| Country: |
Italy |
| Region/City: |
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| building:Direction: |
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| building:Material: |
CR |
| building:LLRS: |
LFM |
| building:Height: |
HEX:2 |
| building:Year: |
-- |
| building:Surroundings: |
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| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
