Report - PEER - University of California, Berkeley

Report - PEER - University of California, Berkeley Report - PEER - University of California, Berkeley

peer.berkeley.edu
from peer.berkeley.edu More from this publisher
12.07.2015 Views

in predicting damage as well as repair method given an EDP. The steps in thedevelopment process are discussed in the following sections.4.1 Damage versus EDPExperimental data characterizing the progression of damage for the test specimenswere used to generate data sets linking the thirteen damage states with the threeprimary EDPs: drift, number of load cycles and joint shear strain. The functionalEDPs, defined by Eq. 2 and Eq. 3, were calibrated to minimize the dispersion of thedata for all damage states about a line spanning the range of damage states andfunctional values from 0 to 1. Figure 1 shows damage-EDP data for the five EDPs.121212Damage State108642108642108642000.0 2.0 4.0 6.00 10 20 30 40 5000.00 0.02 0.04 0.06 0.08 0.10 0.12(a) drift (b) number of cycles (c) joint shear strain1212Damage State10864210864200.0 0.2 0.4 0.6 0.8 1.0 1.200.0 0.2 0.4 0.6 0.8 1.0 1.2(d) F(D,N) per Eq. 2 (e) F(γ,N) per Eq. 3Figure 1. Damage versus EDP.The scatter of the data in Figure 1 reinforces the need for probabilistic modelslinking EDPs with damage and repair. The variability in these data is due in part tovariability in test specimen design and loading; however, it is due also to the datacollection procedures used in the laboratory. The typical procedure used in earthquaketesting in the laboratory is as follows:1. A half-cycle of loading to a new maximum displacement demand, at whichpoint loading is paused to allow for identification of new cracks and regionsof spalling, measurement of new and existing cracks and picture taking.216

2. Loading in the reversed direction to a new minimum displacement demand,at which point loading is paused to allow for data collecting as above.3. Multiple additional full load cycles, typically two additional cycles, to thenew maximum and minimum displacement demand levels.Thus, in monitoring the progression of damage, it is not possible to know exactlythe displacement demand level at which damage occurred, only that it occurred priorto reaching a particular maximum displacement demand level. Further it is notpossible to differentiate between damage that occurs during the second cycle to amaximum displacement demand level from that which occurs during the third cycleor from that which occurs during the first cycle to an increased maximumdisplacement demand.4.2 Predicting the Required Method of Repair4.2.1 Grouping Damage Data for Using in Prediction Method of RepairThe data presented in Figure 1 were used to develop models defining the probabilityof earthquake damage requiring, at least, the use of a specific method of repair. Thesedata could have been used to generate fragility curves defining the probability thatjoint damage would meet or exceed a specific damage state. However, since theultimate objective of this effort was the prediction of economic impact, thedevelopment of damage-state prediction models was not considered to be necessary.To generate repair-method prediction models, the data in Figure 1 werecombined so that individual data points define a specific EDP value and the requiredmethod of repair associated with that EDP value. This combination was accomplishedusing the relationships in Table 3. Because several damage states are linked with eachmethods of repair, there are several plausible approaches to combining the data:• Method One: All of the EDP-damage state pairs are used for each method ofrepair. This results in the most data. This also results in the data being biasedtowards higher EDP levels.• Method Two: For each individual specimen, the lowest EDP-damage statedata point associated with each method of repair is used. This results in nomore than 21 data points for each method of repair. This also results in thedata being slightly biased towards higher EDP levels, but the bias is less thanfor combination Method One.• Method Three: Only data for the lowest damage state are used for eachmethod of repair. This method results in the fewest data for each method ofrepair.All three approaches were employed for all five EDPs. For each combination method,the sample mean and coefficient of variation were computed for the EDP-method ofrepair data sets. Combination Method Two was identified as the preferred method foruse in the study. This method resulted in the smallest coefficient of variation for theEDP-method of repair data as well as well-spaced means.217

2. Loading in the reversed direction to a new minimum displacement demand,at which point loading is paused to allow for data collecting as above.3. Multiple additional full load cycles, typically two additional cycles, to thenew maximum and minimum displacement demand levels.Thus, in monitoring the progression <strong>of</strong> damage, it is not possible to know exactlythe displacement demand level at which damage occurred, only that it occurred priorto reaching a particular maximum displacement demand level. Further it is notpossible to differentiate between damage that occurs during the second cycle to amaximum displacement demand level from that which occurs during the third cycleor from that which occurs during the first cycle to an increased maximumdisplacement demand.4.2 Predicting the Required Method <strong>of</strong> Repair4.2.1 Grouping Damage Data for Using in Prediction Method <strong>of</strong> RepairThe data presented in Figure 1 were used to develop models defining the probability<strong>of</strong> earthquake damage requiring, at least, the use <strong>of</strong> a specific method <strong>of</strong> repair. Thesedata could have been used to generate fragility curves defining the probability thatjoint damage would meet or exceed a specific damage state. However, since theultimate objective <strong>of</strong> this effort was the prediction <strong>of</strong> economic impact, thedevelopment <strong>of</strong> damage-state prediction models was not considered to be necessary.To generate repair-method prediction models, the data in Figure 1 werecombined so that individual data points define a specific EDP value and the requiredmethod <strong>of</strong> repair associated with that EDP value. This combination was accomplishedusing the relationships in Table 3. Because several damage states are linked with eachmethods <strong>of</strong> repair, there are several plausible approaches to combining the data:• Method One: All <strong>of</strong> the EDP-damage state pairs are used for each method <strong>of</strong>repair. This results in the most data. This also results in the data being biasedtowards higher EDP levels.• Method Two: For each individual specimen, the lowest EDP-damage statedata point associated with each method <strong>of</strong> repair is used. This results in nomore than 21 data points for each method <strong>of</strong> repair. This also results in thedata being slightly biased towards higher EDP levels, but the bias is less thanfor combination Method One.• Method Three: Only data for the lowest damage state are used for eachmethod <strong>of</strong> repair. This method results in the fewest data for each method <strong>of</strong>repair.All three approaches were employed for all five EDPs. For each combination method,the sample mean and coefficient <strong>of</strong> variation were computed for the EDP-method <strong>of</strong>repair data sets. Combination Method Two was identified as the preferred method foruse in the study. This method resulted in the smallest coefficient <strong>of</strong> variation for theEDP-method <strong>of</strong> repair data as well as well-spaced means.217

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!