AhmadEtAl2010-MAStone-2storeys-

Description

Unreinforced Masonry bearing wall structure -Stone - 2 storeys Euro-Mediterranean Regions ( Greek, Italy, Slovenia, Turkey) Sample Data. Buildings: Prototype buildings designed to simulate the existing Euro-Mediterranean buildings (Italian, Slovenian masonry 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. 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 Italian and Slovenian in particular. Fragility parameters: Medians=[0.003, 0.004, 0.012, 0.017], Standard deviations=[0.001, 0.001, 0.005, 0.007] Syner-G taxonomy: FRM=BW FRMM1=None FRMM2=URM-S-CM NS=2 P=R E=R C= CM= D= 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