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Seismic Reliability Analysis of Wood Shear Walls
Using Different Methods
Jianzhong (James) Gu, M.ASCE 1
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s Abstract: Seismic reliability analysis of wood structures has to take into consideration the uncertainties from many sources. This paper
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r
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t presented three methods to deal with the uncertainties from ground motion records, intensity measure, and resistance. The application of the
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r methods in analyzing wood shear walls was also discussed. The traditional method calculates the exceeding probability of drift demand from
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; conditional distributions given intensity levels. The second method determines the exceeding probability of drift demand from conditional
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l distributions given ground motion records. The second method is computationally efficient and relatively accurate by using the mean of
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o
e conditional exceeding probabilities. The third method is the quasi-Monte Carlo simulation method. Sequence numbers can be used to im-
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l prove the efficiency of simulation analysis. These methods were used to analyze three wood shear walls. The shear wall model is a mechanics-
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n
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s based nail analogue with parameters validated by test results. The results from the three methods are very similar, which indicates that the
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r three methods may be equally used in seismic reliability analysis of wood shear walls. DOI: 10.1061/(ASCE)ST.1943-541X.0000841.
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F © 2013 American Society of Civil Engineers.
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S Author keywords: Seismic design; Earthquake engineering; Probability; Reliability; Shear walls; Wood structures; Frames; Seismic effect.
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p Introd
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