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Earthquake Engineering Research - HKU Libraries - The University ...

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371<br />

reflects the structure's usefulness, and particular demands for "building users"' and "building owners";<br />

"generality" reflects universal and compulsory demands for the society. It is clear that if "generality" is<br />

not satisfied, "individuality" will be not accepted.<br />

FUZZY PERFORMANCE CRITERIA<br />

In performance-based design method, "individuality" is paid more attention to. "Individuality" results<br />

from various aspects of earthquake-resistant performances demands from "building users" and<br />

"building owners". In accordance with clients' demands, engineers must determine design<br />

earthquake-resistant performances of each particular structure, and then establish technical design<br />

criteria and the design values corresponding to each performance level, as well as required structural<br />

strength levels to satisfy the technical design targets. It is necessary to clarify and identify what level<br />

of performance is required to meet each objective in the design stage.<br />

Classify clients' demands<br />

<strong>The</strong> ground motion uncertainty can be described by seismic hazard analysis. Consequently, to assure<br />

structural target performance levels, each design criteria must be determined in according with clients'<br />

demands for performances either in small earthquake (frequent occurrence), or in intermediate<br />

earthquake, or in large earthquake (infrequent occurrence). <strong>The</strong>n, to classify clients' demands will help<br />

us to make assessment to these demands.<br />

For each identified probability of earthquake occurrence, the following aspects need to be known from<br />

"building users" and "building owners":<br />

(1) Severity of hazard to human life (safety of human life)<br />

Select one of the following levels of injury: 1) no injury, 2) slight injury, 3) injury of fracture, 4)<br />

serious injury, and 5) death; which should be the minimum performance that the structure should<br />

provide.<br />

(2) Extent of loss of property value<br />

Select one of the following levels of loss: 1) no loss, 2) small loss, 3) middle loss, 4) large loss, and 5)<br />

almost total loss can not be avoided; which is the state in which the property value in structure is<br />

deemed to be preserved.<br />

(3) Required function of structure<br />

Select one of the following levels of function: 1) keep overall function, 2) keep main function and<br />

nonstructural damage can not be avoided, 3) keep essential function and partial repair is necessary, 4)<br />

keep limited function and can be used after repair, and 5) guarantee for life safety and it is necessary to

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