------------------- GENERAL INFORMATION ------------------- 1. Title of Dataset: Hazus-based seismic vulnerability functions for repair cost as a function of SA10 2. Authors: Keith Alan Porter 3. Contact information: keith.porter@colorado.edu 4. Date of data collection: data file tabulated in 2014 -------------------------- SHARING/ACCESS INFORMATION -------------------------- 1. Links to publications that cite or use the data: Porter, K.A. (2009). Cracking an open safe: more HAZUS vulnerability functions in terms of structure-independent spectral acceleration. Earthquake Spectra 25 (3), 607-618, http://www.sparisk.com/pubs/Porter-2009-Safecrack-MDF.pdf. https://doi.org/10.1193/1.3153330 2. Recommended citation for the data: Porter, K.A. (2024). Hazus-based seismic vulnerability functions for repair cost as a function of SA10, CU Scholar, University of Colorado Boulder, https://doi.org/10.25810/gr3d-6c19 3. Associated articles: Wesson, R.L., D.M. Perkins, E.V. Leyendecker, R.J. Roth, and M.D. Petersen (2004). Losses to single-family housing from ground motions in the 1994 Northridge, California, Earthquake. Earthquake Spectra, 20 (3), 1021-1045, https://doi.org/10.1193/1.1775238 --------------------- DATA & FILE OVERVIEW --------------------- 1. File List: A. Filename: 2014_05_16_VUL06.zip Contains 2014_05_16_VUL06.txt -------------------------- METHODOLOGICAL INFORMATION -------------------------- 1. Methods are fully detailed in Porter, K.A. (2009). Cracking an open safe: more HAZUS vulnerability functions in terms of structure-independent spectral acceleration. Earthquake Spectra 25 (3), 607-618, http://www.sparisk.com/pubs/Porter-2009-Safecrack-MDF.pdf. https://doi.org/10.1193/1.3153330 ----------------------------------------- DATA-SPECIFIC INFORMATION FOR:[insert filename here] ----------------------------------------- 1. Number of variables: 7, as follows Independent variables: model building type, height class, code era, occupancy class, 5% damped spectral acceleration response at 1.0-second period Dependent variables: mean damage factor (repair cost as a fraction of replacement cost), coefficient of variation of damage factor 2. Number of cases/rows: 14 columns, 118337 rows 3. Variable List: A. Name: Row Description: record ID B. Name: ID Description: vulnerability function ID C. Name: ABR Description: vulnerability function abbreviation Format: AAAB-c-DDDD-EE AAA = model building type B = height category c= design level DDDD = occupancy class EE = loss type (e.g. DF means damage factor) Format: W/F/LR This means ATC-13 (Applied technology Council 1987) wood frame lowrise Format: Wesson04 This means woodframe buildings as defined in Wesson et al. (2004) D. Name: DisplayName Description: verbose name of vulnerability function * = not used E. Name: Height Description: height category L = lowrise (1-3 stories) M = midrise (4-7) H = highrise (8+) F. Name: Matl Description: structural material C = concrete W = wood MH = manufactured housing PC = precast concrete RM = reinforced masonry S = steel URM = unreinforced masonry G. Name: Syst Description: lateral force resisting system MRF = moment resisting frame SW = shearwall URM-INF = unreinforced masonry infill * = not applicable TU = tiltup FD = flexible diaphragm RD = rigid diaphragm BR = braced frame LM = light metal RC-SW = reinforced concrete shearwall LF = light frame COM-IND = commercial-industrial F = frame H. Name: Design Description: design level p = pre-code l = low code m = moderate code h = high code NA = not applicable I. Name: OCC Description: occupancy class AGR = agriculture COM = commerce EDU = education GOV = government and nonprofit IND = industry REL = religion and nonprofit RES = residence RES3AF = multi-family residence J. Name: LossType Description: loss type Repair cost = repair cost as a fraction of replacement cost new K. Name: IMT Description: intensity measure SA10 = 5% damped elastic spectral acceleration response at 1.0 sec period in units of gravity PGV = peak ground velocity in units of cm/sec PGA = peak ground acceleration in units of gravity L. Name: IM Description: intensity measure level 0.01 = 0.01 g M. Name: Mean Description: expected value of loss N. Name: COV Description: coefficient of variation of loss