Preliminary Study on the Fragility of Building Structures in Taiwan

Author(s):  
Wen-I. Liao ◽  
Bor-Han Lee ◽  
Chin-Hsiung Loh

This paper describes procedures of fragility analysis for building structures in earthquake loss estimation methodology in Taiwan (Haz-Taiwan system). The main objective of this paper is to define the building classification, relative damage states and provide the fragility functions for the general building structures in Taiwan that by utilize the available data. First, the available classes of the building structures in Taiwan are reviewed and a classification based on the available data to be implemented in Haz-Taiwan system is proposed. Second, the description of failure mechanisms and performance criteria based on the collected experimental data for different damage states that adopted in this research are proposed. Third, the theoretical methodology of the fragility analysis for the adopted building classes is introduced. Parameters for describing the fragility functions for each class are also generated and shown in the Table.

2003 ◽  
Author(s):  
W. I. Liao ◽  
C. H. Loh

This paper presents the methods developed to enhance the transportation lifelines module in HAZ-Taiwan for highway bridges. The objective of this paper is to define the bridge classification and provide the fragility functions of the North-South Freeway in Taiwan that by utilize the available investigation data. The organization of this paper is as follows. First, the available bridge classes of the North-South freeway in Taiwan are reviewed and a new classification based on the available data to be implemented in Haz-Taiwan is proposed. Second, the description of failure mechanisms and criteria in different damage states adopted in this research are summarized. Third, the theoretical methodology of the fragility analysis for the new bridge classes and examples for freeway bridges are presented. Parameters for describing the fragility functions for each class are also generated and shown in the paper.


2008 ◽  
Vol 08 (03) ◽  
pp. 451-463 ◽  
Author(s):  
J. H. LIN

A seismic fragility analysis of structures is essential to prediction of the building behavior that is likely to occur during earthquakes. Normally, the probability of failure of a structure over a specified period of time is obtained through a convolution of the fragility curve with the seismic hazard curve for the structure site. The fragility models and damage states probabilities serve as a basis for improving the structural codes and performance-based design. Thus, there is a need for relatively simple procedures for evaluating fragility data for decision-making. In this study, the peak story drifts of a building structure during earthquakes are used as an indicator of structural demands. An analytical solution for evaluating the statistical characteristics of peak story drifts of frame structures during earthquakes is proposed. Based on it, an approximate approach to constructing the seismic fragility curves for various states of damage for frame structures is developed.


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