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- Prasad Sharma, Richi [remove] 1
- 624.1 1
- Seismic vulnerability -- RC framed building -- Design and construction quality -- Open ground storey -- Fragility curve -- Damage probability matrix 1
- Structural engineering -- Periodicals 1
- a Width of the diagonal strut -- BPDCQ Bare framed building with poor design and construction quality -- BMDCQ Bare framed building with moderate design and construction quality -- BWDCQ Bare framed building with well design and construction quality -- CSM Capacity spectrum method -- db Diameter of longitudinal reinforcement -- DCQ Design and construction quality -- DPM Damage probability matrices -- DS Damage state -- Eme Expected modulus of elasticity of infill material -- Efe Expected modulus of elasticity of frame -- Em Modulus of elasticity of masonry prism -- fb Compressive strength of brick -- FI Fully infilled -- FIPDCQ Fully infilled building with poor design and construction quality -- FIMDCQ Fully infilled building with moderate design and construction quality -- FIWDCQ Fully infilled building with well design and construction quality -- fm Compressive strength of masonry prism -- fmo Compressive strength of mortar -- fy Yield strength of longitudinal steel -- hinf Height of infill panel -- hcol Column height between centre lines of beams -- Icol Moment of inertia of column -- rinf Diagonal length of the infill panel -- λ1 Coefficient to determine the equivalent width of the infill strut -- lp Plastic hinge length -- MDCQ Moderate design and construction quality -- Mw Moment magnitude -- μD Ductility demand -- NSP Nonlinear static analysis procedure -- NDP Nonlinear dynamic analysis procedure -- PDCQ Poor design and construction quality -- PGA Peak ground acceleration -- PI Partially infilled -- PIPDCQ Partially infilled building with poor design and construction quality -- PIMDCQ Partially infilled building with moderate design and construction quality -- PIWDCQ Partially infilled building with well design and construction quality -- RC Reinforced concrete -- Sd Spectral displacement -- Sd, ds Median spectral displacement of damage state threshold ds -- tinf Thickness of infill panel -- WDCQ Well design and construction quality -- βc Lognormal standard deviation parameter that shows the variability of the capacity curve -- βD Lognormal standard deviation parameter that indicates the variability in demand spectra due to the uncertainty in ground motion -- βds Standard deviation of the natural logarithm of spectral displacement for damage state -- βT, ds Variability in the evaluation of the discrete threshold of each damage state -- ϕ Standard normal cumulative distribution function 1